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1989 W Sevilla Blvd (vault) �----.- ADDRESS_._�Q/� BUILDING PERMIT NUMBER_ INSPECTIONS: UNDER SLAB PLUMBING-_- 2-0=93------------- FOOTING ------------------------------ SLAB----- -a��9-3----------------------------- FRAMING 4!_-1= 7 --------------------------- COVER-UP-----6 -------------COVER-UP "' _ .--9 ----------_ INSULATION-__-�--���J____------------- ---------- FINAL BUILDING_/`'_/c;t - �3 CERTIFICATE OF OCCUPANCY-T-/ ELECTRICAL PERMIT #____--6� //-- __----.------------- ------- INSPECTIONS ROUGH_________/_____________ ------------- ------- FINAL ��� �?3 --------- ------- MECHANICAL PERMIT # �`?`- ,------------------------ ------ (L�J --------�- PLUMBING PERMIT # G_'_Z _________________ ------ NOTES: jr -M—AP SHOWING BOUNDARY SURVEY OF LOT Z& BLOCK `N"' AS SHOWN ON MAP OF .5'f N/LLA G,Q ROEA/S ZIW/T -9 AS RECORDED IN PLAT BOOK 41 _PAGES 7-74 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER TIFIED FOR: .t/TA/lez ` P. - d .t/ ,P 'Co,Y,9'0 / E L E�'E.V ED o MAR 31 1993 Building and Zoning S � T'� / ` jam} ✓✓ Alp, S wit sr � I O 0 G ° O C 6„ B•• ' I O I 0&" v Z" i Z9 '0 pr p B T` � �� o, 8•• 6 I 0 � y N I 8•55,�t" �bPG� JG4,kx lk �EY/LG,Q ,BC PO. �Q 9�-82-9 -_9j f B. zs8 48 NOT VALID UNLESS EMBOSSED KITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON LINE AS SHOt THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP0,0al FOR ATCA/t/r/e BEAGN FLORIDA, DATED 4-/7e-9 1 y CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027333 Date 12/03/03 Property Address . . . . . . 1989 W SEVILLA BLVD Tenant nbr, name . . . . . . HVAC Application description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------------- --- -------- - ---------- --- - - CARTER, JOHN W. AIR ENGINEERS INC 1989 SEVILLA BLVD .W. 10947 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-2333 ---------------------------------------- ------------------------------------ Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 107 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - ----- - -- - ------ --- -- ----- ---- - ---- - --- -- ----- Permit Fee Total 107 . 00 107 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 107 . 00 107 . 00 . 00 . 00 t 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 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: 73-o4)-j C -L Job Address: /` !K9 5f .r'-L,,9 3L-VD, 1-Z 47L 3c, rl- 3 33 Contractor: 12 Aj lvrc4s 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. III. GENERAL INFORMATION A Type of heating fuel: B. Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED 1!(, Residential or Commercial ❑ New Building (Provide complete list of components on back of this form) JS� Existing Building Heat _Space Recessed X Central _Floor 0 Replacement of existing system Air Conditioning: Room en ❑ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfrn ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) El Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers —(Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT All-,CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency C u Pxa v a oL(p L'C-"4 N tax 3.5 u L- HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency Cb)(3a M 3& LE4 N ox 3(o u t_ a5 —lD - No TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• http://www.cLatiantic-beach.fl.us 1/14/03 MAP SHOWING BOUNDARY SURVEY OF LOT Z8 BLOCK '-12 AS SHOWN ON MAP OF .S'f r/eL A 6,4ceOEi+r &A11 r Z AS RECORDED IN PLAT BOOK 4.PAGES_ 7-7A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER TIFIED FOR: %E«E,v P. ca,�rE/? SdA/B.4�1/�/�f/ORT/�FCO P/off.[/A ;COM�'10�t/Ot/EAL Ti'/ 44AIP Ti 4 E/N.S. Co. THEE D �� V L E�E.V ED MAR 311993 0 = C1i¢rrj/ 7i-¢� o = BdyBuilding and Zoning o = p/17d arca �c • Z9 0�f„ ,o„ z-7 ❑g., ❑ SEY/GG,Q Az i,-v, �teEE �,yd�,..• �/•o �` 9,�-Q29� 3-/� -�3• ff�. ZSB �48 NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON UNE AS SHON THE PROPERTY SHOWN HEREON APPEARS TO LIE K/THIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP ODO/ FOR A Tl-.4AI 7-le BEA,:�N FLORIDA, DA TED 4-/7-e6,? PSR-38`. v 7348 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ------ PERMIT INFORMATION --- - -- -------- LOCATION INFORMATION ------ - erm-it Number ; .1 348 iddress , 1989 SEVILLA BOULEVARD Permit Type : BUILDING ATLANTIO BEACH . FLORIDA 3242 ' lass of Work: ALTERATION --------- LEGAL DESCRIPTION ------- -orist.-, . Type : WOOD FRAME rOt : 29 Block - Section: Proposed Use : SCREEN ENCLOSURE Township : RNC ..wellinas - 1 ,)de I? i�ubd-ivision : SEVILLI� GARDENS •-Iaiated Valfl Value : 4590 . 0 Q Improv . Cost , $0 , 00 T,3tal Fees $52 . 50 Anioun t F, $52 - 50 Dal '3 TF I-A T�[F rlf— - I 'FENED ENCLOSURE PER PLANS FOR,MAT I ON ---- APPLICATION FEES ti a PERMIT $52 , 50 -:d+ r ei 4 ai L BOULEVART WRTER IMPACT FEE 1, SE ,`H , FLORTT'' SEWER !--IMPACT---FEE PhoA#�-- 'TAP—, XT, R AD ON GAS--H .R .S . $0 . 00 -AS $0 . 00 Api FORMAT ION RAD(714 H � IMPROV,Ek,E, NTS CAPITAL IMPROVE . ,r,dd SEWER TAP $!x .00 CKw LLE , FL 32256 HYDRAULIC SHARE :Acense: CRCO 4 Type! I CROSS TONNECTION SEC .H IMPACT FEE $0 .0f) COKST-SURCHARGr !aAo- NOTES: 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.33 bATEv 091i�3193 VALU ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJF&WLTO REvT3&T? 0 R W.10 VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $52.50 Cm RECEIPT NUMBER: 10%80 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address I �l ��l -S F Jf L C L/ Date -z--=-�-2 Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carpor orch 7 a @ $ 1?.6 d per sq ft = $ Deck �@ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 4S-F 0 ls-.o c, $ Total Valuation 1st $ , dd C- 3590 P0 <xv $ Remaining Value $ z5. per thousand or portion thereof TOTAL BUILDING FEE $ r 5 •a 6 ¢ 1/2 Filing Fee $ 7 ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $ 5 5 v BUILDING PERMIT $ WATER CONNECTION $ SEWER CONNECTION $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ ( ) RADON (HRS) .0095 $ ( ) RADON (CAB) . 0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ 's ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor El vation Survey Other CALCULATIONS and/or NOTES: i CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Address : SecJ I'ka_..A1JCd U Phone: Lot # Block or Unit # Subdivision: Of 1Z Contractor: Address : 65bS1 ��•�<<�� P _Phone No:- a a;a 1517 Describe work to be done: "'-no% 5c�es.,y tn�<-loSu��c Present use of building: PbA F- __________ Valuation of Proposed Construction: 61400d.ZDv Proposed use: P\�AsuRe, Is this an addition? C!> If yes, what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled?--(—-JO electrical (or increase)? New plumbing fixtures?-14JD New fire lace?/')DN ? p ew Heat/AC. SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CON TFAC'P ,1? AFFIDAVIT, IF OWNER IS CONTRACTOR. - Signature ONTRACTOR.Signature OWNER: f1Gj LD—� Date: Signature CONTR OR: Date: P�F P��PoN�Nc c�Q�PNNo\0 •�g93 � 1 S�- e�1 n �� ARCHITECT/ENGINKERB CERTIFICATION COASTAL COIBI# oCT��NCODE FOR YC4 �CTO BK IvnxKO ilTti CI�XQFATGANTK1CNpbCtlbA L3 APPLICANT' S NhME PHONE Na�� DATE OWNER NAME: d n R.K. TAX NO. : TYPE 4F PROJECT: ( )Naw Name dQResidential Addition ( ! )Garage ( )Pool ( )1101+ Commercial ( )Commercial Addition ( )other ,1 911 gTRi�ET 4 D_,Rt 1 s ( ) we 'claim the structure ° be pxmoccupancyl-wdeta�ohed;sono ( ) Oazage With no provision and two family only ( ) Pier, pock, *to . ( other (8pe0ify) I also certify that no structure use listed�ithout above baingmay upgraded to remodeled fully l y Or converted to a non-exe comply with the ordinance . pate, signed: ----_-......------------------------- -,-_-......... ". CERTIPICATION This certifies that the plans and Spec ificetiona submitted a►�d sealed by the undersigned meat all Criteria set forth by the CitY of Atlantic; 8oaah Coast* construction Code. Root covering is 1.0 mph requirements of the Coastal Conetlotian exempt from the 1 Code , but meet all the oth�ac requirements of the Citi off:(;-" lanai c Beach Building Code. ==; ' (X) The structure including foundation, frame, roc Viking, exterior Walls and floors has been designed for Hind" ! ds of 110 -mph, with all design complying with..the 19 Chaph r 12 , standard Building Code. _ ..�..«��-..-�--_w++-.--..r.ww._w_w__rr�..w__..wwww-..r+_wr-•� . h the Windows , doors and all th r exterior devices comply:;` .£ , 110 mph Wind loud. ----------- The "•` --!'RwThe structure is located outside the area affected b wave forces? On { ) The atruatGr-q:-:14' capable of withstanding wave forces resultitin from a wr,ve crest bviht of feet above Mblidil�g uplift torcos. . .. --rrrr__r--w--- ----rr_�.r-war.wT_,rM..w_«.�w+r_w_...►�......-----r.. _M ( > The structure is laoated in SIA Zone A and the l atio,l design has considered possible exposure to water anilf.' r- r.,toll (�) The structure is located in rJA Zona X and the foundation Ni 1 1 not be exposed to hydrodynamic, hydrostatic loads or ,_.wa►tet scour , CR ' , t c ) Poundat4on dosis: has been completed with floor elevation above the specified at.illwater elevation, and to resist :wavo , hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads, cr©sion computations for the foundation design huve taken into acoount the projected 30-year csrovia,► lossbs (ruin. a 100 ystr atorm event and all vertical ar_d lateral c,r-osion inoludir.g scour caused by the structural componentr . -_* -------------------- --------rw--a--------- Inn uwr RwMCO FORM see It re rN.3 r &04PARe In DYPLICATrI go fullom it muLy ronc nt: 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 cteted in this NOTICE OF COMMENCEMENT. Legal Description of property(include Street Addis%*,It available) ............................................. :.:...:I. :.fig.:... ' :�............... ., ! :.::U .: . ................ ................................................................................................................... General description of Improvements ........................:..................................................... ........................V. :Qr(. ...................................................... O'Ch CAK-kc Owner.... ..//. ...................1..................... ........................ Address .............19 oil qq..J..... �(Af.Y..Y1............................................... Owner's Inter sat In site of tits improvement........ ..:IGQ.i�.)............................................ Fee Simple Title holdor III other then owner) Name ............................................................................................................ Address ....... ............... ................................... . ................... Contractor......I—S S. '..Qt../....... nI .[4.1.1 [�G/.lJ1J�/^.l�C.r.J. j................... Address ........... !..l•r•r1.�1� ...�t. 1 .4[' ....7.1 .....!..:.'............................. Surety III any) .................................................... ............................................... Address ...........................................:...........................Amount of bond S ............... Any person making s loan for the construction of the Improvements: Name ............................................................................................................ r Address .............................................................................................. ......... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name ............................................................................................................ Address ............................................. ....................................... ................. In addition to himself, owner designates the following porson to recoive a espy of the I*ienor's Notice as provided in Section 713.13 0),(h). Flol)da Statutes. (Fill In at Owner's option). Name ............................................................................................................ Address ................................................ .. . THIS SPACE FOR RECORDERI USE ONLY x �� x.... ......(.,2..,-A... ........ • Owner Sworn to and subscribed before maihis...............:. t.Y�........day of.....1.1��v 1:�............19.:.(A.. OFFICIAL NwAR SEA].,( KENN I1 CN��It1DA COIv1@tbMiONEW.CC253183 MY COMMISSION EXP.IAAN-14.1997 (� f a � n._ , 3105 I J4 _ 3s5313 MAP ,5HO KNG BOUNDARY SURVEY OF LOT 275 BL,OCTf r'"' AS SHOP 1 O"T V4P OF UAI i 7- 'r4—"O AS RECORDED IN PLAT BOOK 4.5 PACES -/- 7A OF 771F_ PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER 77FIED FOR: A=LL E•c/ /D. C.4,e 7�,e/ J'�.vB q ci/l/,uoery c%n�i�g, �i,o. L%'27-,1CZE sTaoP 24 .i• ars.2' y 57 Q C :� e \ , 1it V V 2' 27 :dG;h - 4 • •o ti P` BL V 5 „�ElJ/LLA VA-/ .5F i �1 10P� � u E P 111993 Building and Zoning �E`u�E Nnvt 7-?2-93 NOT VALID UNLESS 04BO.SSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON LINE AS SHOI,N! i THE PROPERTYShOWN HEREON APPEARS TO LSE 147TtlIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE' MAP—L—FOR THE C.•'TY OF .4 4./ii c FL ORI DA, DA TED 7- �2 { MAI. ROOF SPARS FOR GLASS ROOMS (PANS) - - - `77.77 - ALUMIR NUM LMDUSTRY BTANDAADS 1105-MLi - - _ PAN SIZE ROOM #PAM a 't' Aa #!"I Q_N 1_5"i 1?_1 194, -1' 9. V. 95 MPH W. LOAD 6'- 0` E'- S' -- - 110 MPH W. LOAD 7'- 1• 7'- 7• I]0 "I'M M. LOAD 6'- 9• 7'- 0`_— 2:5-1 1211 _0.026 95 MPH W. LOAD 6'- 7' e•- e' 110 MPH W. LOAD 7•- 0' 7•- 11' 00 MFH W. LOAD 7'- 1. 7'- 1` 2.5"1 17'1 _0.070 _ 93 MVM Y, (OAU !0" 110 KOH N. LOAD 7'- 10' e'- 1' TMPH M. LOAD 7'- 3' 7'- 6• 2.3Y 1711 0_ .072 _ 95 MVH M. LOAD 9'- 110 MPH M. LOAD a'- 10" 9'- i• 120 MPN W. LOAD 1_0"1 12•X 9.026 95 MPH W. LOAD 11'- 3' 111- D' - - 110 MPH W. LOAD 10'- Y 10'- S' 120 MPH W. LOAD 9'- S• 9'- a' 3.0'7 1217 0.072 93 MI•H W. LOAD 12'- 6• 121- 9- 110 MPil W. LOAD II'- S' Il'- 7" 170 M1'HN. .LOAD 10•- 7• 10'- 9' 2_o-i 1rz Q.036 93 MPH N. LOAD 12'- 11' 131- 1- 110MPH M. LOAD il•- 9` 11'- 11"' 120 MPH N, LOAD 10'- 10' 11'- 0• 7.0'I 1]'I 0.010 9S MP N. LOAD 14'- S' 141- 7" 110 MPH M. LOAD 17'- 1' I3'- 3' 120 MPH W. LOAD 12'- 1- 17'- 2• ROYAL ALUMINUM SUPER-PAN PANELS 31077X76 PAT f 4i PAN SIZfi 'HOOn SVAN . '�' AS SHOWN OA 2.5'X f]'_I _0.022 NO 0. H. 1' 0. H. �95 MPH W. LOAD 131- a' l4'- 0' 110 MPH W. LOAD 12'- 7" 12'- 10' 120 MPH W. LOAD I1'- a" 11'- 10• 2_5"I 1]'I O.O2a _ 93 MPH W. LOAD 131- 9" 151- !0- - 110 MPH W. LOAD /.4•- 1" 14'- 6• 120 MPH N. LOAD 13'- 3' 13'- N 2.5"I 37"X 9.030 95 MPH W. LOAD 16— 6' 16— 7" 110 MPH W. LOAD 1S'- 0' 1S'- 2- 170 MPH W. LOAD 13'- 11- 11'- 0- 2.5"I :7'I D_..076 -�95 MPHW. LOAD 17•- 9' 17•- 10• 110 MPH W. LOADI6'- 0' 16•- �• -- 120 MPH W. LOAD 24•- ll' 1S'= 0- TOTAL ROOM WIDTH _ `W_ FROM TADLR 1 OR 1 ! LENS TABIY I.a "Al. ROOF PAN SPANS FOR GLASS RD" ALUMININU_M ALLOT H-36 OR EQUAL YIELD MIN 2Ui000 PAN S12E ROOM SPAN 'W' A9 9N2rp O. 91 MPH W. LOAD I3' "— 6131- a• - 130 AYH W. LOAD 12 - 3' 12'- S' 12( APH ►. LOAD 11'- 4" I1'- 5' 3.0'7 1:'•I 0_.032 95 MPH W. LOAD 15'- 1" 13'- T 110 MPH W. LOAD 13'- 9" 13'- l0' 12(� MPH W. LOAD 12'- a" 12'- 10' 3.0"X 12"X 0.036 45 MF'!i ►. LOAD IS'- 6` 151- 7• 310 MVH i• LOAD 11'- T 370 CPH M. LOAD 13'- D" 13'- 2' 3.(`"1 12"I C.010 95 MPF W. LOAD17'- 1" 17•- S• LLC MP11 W. LOAD' 15'- 9' 1S'- Il' 12O MPH W. LOAD 14'- 7` 11'- 9" _ TOTAL ROOM WIDTH w "W" FA(Hi TABLE 7 OA 7 •LYNi • 91 MPH WI LOAD EICEEDS LIYF LOAD REQUIREMEN USE GKEATER OF ►IND LOAD FOR SELICTION OF YODP P. _./ rm —"1 70 T� �C W vC CONS:ENTIONAL f-IOWEE CONSTRUCT ION cp y TA_DLF l• MAX. R09F AREA FOV ALUMINUM POST FOR A i rOP ALLOWABLE HOOP AREA USE "RHEA' . S I (W/2 PIAMP-V: •,"- 7' W . 17', i d.H. ♦. 2' THUS: LO.^.; T.PI X. ALLOW. ROOF AREA FOi. %AN1DUS I ?"a "_9C Al.LOPFD• UR91GN LOADS AND WIND. Port HCl--------POST MAI f MALKOM i UP TO 120 M1 UV TU I1-10" x•760 161 SF Im TE - 9" 10.000 190 SF 3"a 3-a 0.90` TUN • - ---_-UPTOr -10" I'kse0' _27.7.__SP ]" _ ]1TSEAM ,__-___ UP TO 11•- B' 19,a40 370 SF }_4'a 0_I]S; 71LT _SEAM!_ ____ UP To 15'- 9" ]6.190 _--"------499 SF SLAB DETAILS ADDRES;1"JG ER0 10N 2' Min Min 2500 psi oonc N^TE F Ce• mei with 6x6xt0 h require w Bclorc mesh or fiber mesh slope Ityptcol oil Mobs. 3-1/2" zggygTl CH"Ir T �--- -� -----� _ s x : t�r' ir : I * �. 3'T' a3 3i}�tS t}:1�t T 1ti>! RT7 12"� a. 1— 8 1 n" 31 Bar cont E� 8' FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLC 0- 2"/12" 2"/12" - 1'•10' >I TYPICAL SCREEN OR C k_t� W/2-i- wiz Aluminum pan Existing residence TYPICAL GLASS ROOM WALL NOTES Anchor I 2"open - bock ext with topcon 0.25 f 2"length Whit 370 Ib. each /Solid roof (Walk on or pan)over. space max of 2'on center onchor to wall with II/2" / 8'max n" 10 SMS with waspers 4"-22" 2'on center spocin^y anchor T Mn 2"y2". 046'7--I beam and column and knee — (Typical) beam with oncnor clips and window nor.10 screws and washers. L _ /[! height oar h opening n3�— 62 Min slab width for slob on ' g P 9 2"x 2" grade 31/2" concrete. ! Kick late Dolhstdes a,h "W" varies 1"x 2"x 0 040 1 1/2'x2': 17"-24" �Overhong vories 2'max. Slob 3 112" min (see detod) ��� 2"x beam See Table fi NOTE: Aluminum I' mne of win jow odds li sufficient strength to 2 x2"x0.04" See chart frame i2"x L columns Max beam 2"x 2"cross !. TYPICAL SECTION GLASS ROOM i ispon table brace, i r----�� Solid roof Structural or pan. I Varies nc max (Elev slab o- i Aluminum sheeting both sides 0024" wolf thickness ypcol sr.cened pohOwithmetdl root. mmimum if required opt odd 2"12"1 0.04' Mader T P� sire required I' cumechng wrnJOw directly W header. All spans are ax based on wind food 12C Pnndow. rrorn-'q m can ottoch due_tII is healer 3/4" Kick pIcte Ubead around sheeting \ n" 6x 1/2"SMS 3/4" 15'on center. ♦� 2'x--extrusion NOTE Self for \ per span table hew heod screw, \� 3-11/2"n<IO SMS accectabie off. i 1'.2" extrusion ' into screw siots. lair SM.S/wash. Vny1 or gloss window nstau peSee shee r rrionfocturers specs \ i 2"ir extrusion for tables.2 _ [ pe,span tcble. ! Contractor �_— 3-1 I/2" ne 10 SMS shall verity into screws slots the consfruc- AlummuT sheeting a+ vinyl Cr CCth sides foam � � Loss Orth! rlervur Optional U brad Grid 7nchor same as __—"'I---Min 3 1/2"concrete above Aluminum sheeting stroll be 0.026" 1 rrie slab with 6x6-10x10 is 10 ternc-bi It ho N'W M or hoer mess pnoched to. GLASS OR SCREEN ROOM P-%'-,T TO BASE AND POST TC B---[:1W DE TAIL Aluminum attachment 31/2" concrete slob 6x6-IC 2"x 2"or 2".3"or 2"S.M.B. post, or fiber men,concrete 2"x 2"x I/El" angle each side attach t0 pus! Mo Cort[ according to schedule. NOTE, No foolm reouired when r Vrso.iene vapor Domer D - structure above. pound arr except ound 5lruci;xt as _ snown adjacent. -- yi' wet!compacted cieon f Stucro where T— f 1 natural soil. I"x z" 0 8. available. �1119W _ _ Concrete fih.d block s 6L-3- 6"x 12"conc•ete for 2500 psi cont mm with 6x6-10x10 i�—2' cant locate or undisiu welded win O•fiber mesh concrete ALTERNATE UTILITY :,HED RLiISED P4rT-I0 F CJOTING FRAMIt� POST TC CONCRETE Fr-TAIL SLAB DETAILS ADDRESSING EROSION 2' Min. NOTE Fiber mes require w, ,Before Slope 6 '�r �'stty� FsrtS:�i; 12"I f e 1 n. 3 Bar cont. F- 8' FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLO 0-2"/12" 2"/12" 1' 10' >I' Do not block fire exit window. 6"x is'utirify shed 7--x4 -2'on center. Wood frame shed 2'x4' Alte, o c pressure treated Anctxn with Pine plate anchor to Anchor with 3'-0' header ch concrete with 1/4" header ch Dyna bolts 4'oc ulAft str 1613• /bolt E I Overhang varies c -2"x Front wall beam \ • j se:ect L from table 1 I Front wall L_om use 'A"=`W/2"4o.h. +" -� • select L from 3'-O„ o table Iuse"A'=W/24c E L T Mid Spon beam Front wall beam r. v M,ospon beam IS --vorW�es -- select L from table I select L from table l u o sea4t L framtobkl use A'=W I use"A'=W/2.o ho E use A"=W x a- I C L Shodin T pe 11 is R See To le .TZ o Shading >I v 3"x 3"Fluted pest rt+ox. Shading ., 7 v h; .� _...,. - 'tii• 'd �14r `.�'\ T-� t�'+ 4a 4.f f4 tea' ,'>, -- - �:`.: - .•.^ -- a:.s.r ,�-W .'�J ,,.E .rT x JAP1I Is MAX. ROOF PAN SPANS FOR SCRSIM Olt VINYL ROOMS A CARPOS •'->A -" - - - - OPEN BUILDING SPAM USE `A' . AS SHOWN ON DRAWINGS RIAD SpA --- -` - - - - PAN SIZE MATIMUM SPANS OF PANS UNDER (AADS AND 0. M. "- - ALUNIN_INUM INDUSTRY STANDARDS 3101-MI! OR H11 --� j_5'1 I7'I 01022 NO O_ H_ !' 0 Y. ]' 0 H_ I' QA M 93 MPH W. LOAD 11'- 7` !1'- 4- ll'- 10" 12'- 6" - 110 MPH W. LOAD SO'- )' 10'- 3' 10'- It* 1l'- 10• - 120 MPH W. LOAD 9'- 8' 9'- I1' 10'- 6' ll'- A- .. 2_5-1 12_7 0.026_ - 97 MF N. LOAD ll'- 9' ll'- 11" L]'- S" 1J'- 2' 110 MPH W. LOAD 10'- 9^ 10'- il- I1'- S` 12'- 3• -- 170 MPH W. LOAD l0'- 2' !0'- A• 10•- 11' ll•- 10- '. 93 MPH W. LOAD 121- 01 IJ1_ 7-17'- " 13'- 5* Ito MI1H W. LOAD 10'- 11' I1'- I' ll'- 6' 120 MPH W. LOAD 10'- �• 10'- 7^ 11'- I- II•- S- 7.3-I 12-1 0.017 _ --95 MPH W. LOAD ­:- A6"' i1J'- S- 11A'- 0. 110 MPH LOAD 7 3 - 1A3''-- !0' 9• 1]0 MPN W. LOAD I1'- 9- 11'- 11' 121- S` 13'- ]' 00-1 12^X 0.026 93 MPH N. LOAD IA•- J' 14'- 7" 141- 10" 151- 7" 130 MPH W. LOAD 121- 11' 17'- 1' 13'- 6- 14'- 1' 120 MPH W. LOAD 12- 3' 12'- A' 17'- 10` 13'- 6' 17'1 9.032 95 MPH W. LOAD 161- 2^ 161- A' 16'- 8' 17- 3` - 110 MP11 W. LOAD 141- 10- ]A'- 11• 15'- 4` 151- 11' i�c, - - 120 MPH W. LOAD 141- 0' 141- 3' 341- 7' 141- 10' 00'1 !2`1 - 9S MFH W. LOAD 17- 7- 17- 6- 18- 0' 18- 7' 110 MPH W. LOAD 161- 0" 16'- 2' 16'- 6` 17•- 1' - 170 MPH W. LOAD 13'- 2' 151- 4' 131- S- 161- ♦' - 3.0^1 12•I 0_.060 93 MFH W. LOAD 19'- 30- 19'- 11' 70'- 2- ]0'- 8- i10 MPH W. LOAD 18'- 1- IB'- 7' 18'- 6- 19'- 0• 1]0 MPSI W. LOAD 17'- ]' 17'- 7- 17'- 7' IS•_ 2' ^e^ FANSLS 12.3^I ].S O.O2B^ NO O_ H. 1_ O_ H. 2' 0_ H. 3. 0_ N 43 MPM. W. LOAD 121- 6` 12'- 8' IJ'- 7' 13'- 11' 110 MPH W. LOAD Ill- S` 11'- 7' 121- 1^ 121- ►1" 120 MPH W. LCAD 10'- 10' I1'- 0' 11'- 7' 121- S' 12.7'1 2.5•I0.034 _ - 9: MPH W. LOAD IA- 0" 14- 1- !A- 6- 15'- 2' 110 MPH N. LOAD 12- 9- 12'- 11" 13'- 4^ 14'- 1- 120 MPH M. LOAD 12'- 1' 12'- 1' 121- 9' 13'- 6' - NOTE: IF ROOM MAY BE ENCLOSED WITH CLASS WINDOWS IN THE ITT IT 13 RECO_MMf NDED THAT THE ROOF FANS BE SELECTED FROM . THE G1.A93 ROOM 3PAk TABLB9. ROYAL ALUMINUM SUPER-PAN PANELS 3105_-H211 PAT S 4,910i899 � PAN SIZE MAIIMUM SPANS OF FANS UNDER LOADS AND C. H. Sr 7.5'1 17"1 0.272 NO 0. H. 1' 0. N- ]• 0. H_. 3' 9. N_ A 95 MPH W. LOAD 16- S- 16'- 6` 16'- SO- 17•- A- 1 110MPH W. LOAD 1-4•- 10- 14•- 11' 13'- 3- 15'- 10' 1 120 MPH W. LOAD 13•- 11' 14'- 1- 14•- 5" 13'- 0' 7.5"I 1'-1 0_.028 95 MPH W. LOAD 16- 11" 19'- D' 19'- A' 19'- 9' 110 MPH W. LDAD 17•- 1' 17'- 2' 17•- 6` 18•- 0' 1 1]0 MPH K. LOAD 16'- 1' 16'- 3' 16'- 7' 17'- 1' 1 2.5'_1 17-I 0.030 _ 93 MPH Y. LOAD 191- 30 191- I1^ 201- Z 20'- 7^ - 110 MPH ■. LOAD 17•- 11 16•- 0' 18'- 3- IS- 9" 120 MPH W. LOAD 16•- 10' 17•- 0' 17•- 3` 17'- 10' 2.5-I 1211 0_.076 V95MFH W. LOAD -sl'- 7' 21- B` 21- 11" 2:'- 4" 2 110 MPH W. LOAD 191- 6' 19- S- 191- Ill 201- A. 1:0 MPH W. LOAD 181- 3' 1S'- 61 1S- 30• 191- 3- 1 -W PANELS 17.3`T 2.5-x0.02'" NO 0. H.-_1'-9. H- 2. 0. H. 31 0- H 4' 93 MPH W LOAD 17'- 4- 17•- ?' 17'- 9- 18'- 4" 19 110 MPH W. LOAD 33'- 10^ 151- I1' 361- 21 16- I3' 17 120 MPHW. LOAD IS'- 0- 13'- 1' 15'- 6- 16'- 2' 11 12.3'I 2.5-XC.OJA^ 93 MPH W. LOAD 19- ]^ 191- 31 19- 7- 201- 1' 21 110 MPH W. LOAD 17- 6^ 17- 7• 17- 11' IS'- 6- 1" 120 MPH W. LOAD 16- 7' 16- 81 171- 0" 17'- 7' 11 ' ADD LRMGHj3 OP OYEIUlANG9 TO '31' POR TOTAL CARPORT !!M- NOTE: IF FOOM MAY PP ENCLOSED WITH CLASS WINDOWS IN THE Fg7JJAN IT IS RF.C_OMMEKDEO THAT THE "F LE PAN_ BE SECIED fkOM THE Gi_AS? RO(1M SPAN TABLEB_ TABLE 1.6: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS A CARPO OPEN BUILDING SPAN USE ^A" - AS SHOWN ON DRAWINGS READ SPAN PAN SIZE MAX!M.!M SPANS OF PANS UNDER LOADS AND O. H. SP ALUMININVM ALLOY 3105-HJ8 OA EQUAL P•IN YIELD �6i000 PSI 3.0"X 12`I 91926" _ 95 MPH W. LOAD IB'- 9" 18'- ]1" IY'- J" 19•- 9" 110 MPH W. LOAD 17'- 2" 1, 3" - 7" IE'- 2' 120 MPH W. LOAD 16'- 3" 16'- S^ 16'- 9' 17'- A" 1:"X o.O32^E _ YS MPH W. LAD 71 0' 21' 1" 21'- ?' :1'- to- !0 0-10 MPH W. LOAD 19'-- 2" 14'- Y IV'- 7" 20 1- 1 '-20 MPIi M. LOAD l8'- 2' i(1 3` 16'- 7` 14'- 1' 9t Y.PH W. LOAD 7i'- 21 P- 21'- il" 22'- A" 110 MPH W. LOAD 19'- "B" '-19'-- 10" 20'- 1" 26 - 7' 170 MPH W. LOAD IB'- 6" IB'-. 9" 19'- 1" 19- 7- 3.0"1_ 17"I 0_.040'__ MPH ►. LOAD 74•.. 0^ -lam'- 2' 2A•- 6' ].•_ 10- II(: MPH W. LOAD 22'-- 0" 221- I. - - A.. i:'- V• 120 MPH W. LOAD 701- 10" 201- 11^ 211- J^ 21- a- '!' pANE 4 12.3^2 7_••__10.028'_ No O_ H___ I- C__H_ 7' e_- q, _ 95 MPH U. LDAD 13'- 7' IS'- A" 15'- 9" 16'- P- IIO MPH W. LOAD 13'- 11` 14'- 0^ 14'- S" I5'- Y 120 MPH M. LOAD 13'- Z" 13'- 4" 13'- 9" 14'- 6' 95 MPH W. LOAD 17'- 0--17'- 1- 17'- 6' 18'- 0' 110 MPH W. WAD I.'- 6" 13'- 8" 16'- 0" I('- 7" 120 MPH W. LOAD 141- 8" 141- 10- 15'- 3" IS- 11' 16§11 Z: MAI. ROOF SPANJT ►OR SCRBEM l GLA33 ROOMS TASLY 4: MAI. FRONT WALL BEAM SPANS SCREEN b GLASS ROOMS 6067 T-6 ALLOT QRAWIWGB • ALUMIMINU!! INDUSTRY STANDARDS T Qi Mi COMF09176 PA_NFLS 31054!1� W( 1:5 • FPS COR[ DENSITY FOR SPAM . L ON DRAWING USE LARGER OF: "A' • • OVERHANG OR "•• �.- 0. PANEL SIZE ROOM SPAM • "W^ AS SHOWN ON DRAWINGS ' BEAM SIZE EXAMPLE: FOR 'A".• ♦ 6' GCLTO 6' WIDTH.•A' H: 1. 01 M_ I' O: H_ WIDTH _A" 93 MPH M_ LOAD 170 MPH V. LQAl) 7•- 10• 95 MPH W. LOAD 9'- 10• 10'- 0" 10'- 7- 1_1_2"10.04"_ETT_ 110 MPH W. LOAD S•- 11" 91- 7" 10'- 7' S• 6•- 7" 6'- 0' 9•- A• 170 MPH W. LOAD 11•- 3' 8'- 61 9•- 2• 6' EXAMPLE_ L . 6'- 0_ S'- 6• 5.7 S. 1'- e• 7"1 40"1 0:024 1' !'- 7' S•- 1 A•- 8' S'- I• -95-MPH W. LOAD 1!--S' !�'- 7• 12 1' e' S•- 7' ♦•- 9' A'- S' 110 MPH W. LOAD 10'- S" t0'- 7" 11•- 1" O• A'- 11" A•- A^ 4'- T' 9•- 6= 170 MPH W. LOAD 91- 7• 91- 10" 10'- S' t0• a'• 6 A,- )" J - it" e•- 10• 1.2"10.OS"_FIT _._a•- y. 9! MPH W. LOAD 17•- 4^- 117 6 -_ 17'- O" 5• 7'- 4^ 6'- B" 110 MPH W. LOAD 11•- 7" 111- S• I1- It, 6' 6- 8" A•- 1' 8. 10•- 6- 120 MPSI W. LOAD 10- 5" lo- 7" 11'- 1' 7' 6'- 7' S'- 6' f'- 7" 9•- p• A"I 17"I 0.074 )" A'- 10' 9•- 1• 95 MPH Y. LOAD I7-- -J 12'--r"----17'- 10' S'- 0^ A'- 7' 110 MPH W. LOAD II•- 1" 11•- 4' 11- 10" 30 S'- 2" r - 8'• 4•- t^ 11•- 11' 170 MPH W. LOAD 10'- 7" 10'- 6' 111- 0" - r �wM►�AN� ------ L 0._ 0. 7 _ 3. 6._ p. 11•- 0' t"1 4811 0:_077 - f 7•- 7" 6•- 2' 10'- !• 95 MPH M. LOAD 14' 1" 14•- 7• 141- S" 110 MPH M. LOAD 17'- 10' I5'- 1" 13'- S" 7• 6'- 9^ 6'- 7" S'- e" 170 MPH W. LOAD I1'- 10" 12'- 0' l7'- 6' e' 6•- 4' S'- 9" S.- 4" LD 0' S'- 11" S'- S" S'- 0" It*- 7' - RITT C:QMPOSITI E MPA 1103 N-_IA 3_0 1 FPS CORE DENSITY 10• S'- 2' A•- 0' _A.A06L Size-.'- --' NO011 SPAN . `•' A8 SHOWN ON DRAWI6G9 • - 7'= �_t 0_OSE T_ _ � _ 1!•- 6' ,L•I =!'I Oy0E6 NO O. N. I. OA Hy-. 7' O_ H: !' 7'- 9• �7'- 0" 6'- 6" 12•- S 95 MPH W. LOAD •• I5' 7" 4'-' 16'- 1" 6' 7'- 0" 6'- S" S'- 11' 11'- 7• _.•. LOAQ 14'- 2' t1•- - 1A'- t" 7' 6'- 6' S'- ll^ S•- b" 110 MPH W. LOAD I)'- 1' t]'- e' e' 6•- 1' 5•- 7" S'- 2' 1A'- It• )^1 40"X O.OJ79' S'- 9" S'- 7^ 4'- 10" QS MPH N. LOAD 17'- 7" 18'- 1' 18'- 5- 1 2'- 9' Ifo MPH W. LOAD 15'- 6" 16- 6' 161- 10" - -- ----------' X20 MPH N. LOAD 14 6" I5'- 3" a5'- 7" S +9'- 10'1 91- 0" 8'- 4^ 6' 9'- 0' 8'- 7" 7'- 7' '1DA89e 4^I 46"I 0 '-.026 7• - 8•_ a• 7•- 7^ 7'- .0' DRAWINGS -- - 95 MP W. LOAD Je'- 0^ IB'- 1' IP'- 5" 8' 7'- 9" 7 - I" 6'- S" 2. O_ N: 110 MFH W. LOAD 14'- 16'- 6' IA•- IO^ 14•- S" 120 MPH W. LOAD 151- 7" 151- 7" 151- )" 9' 7•- 4^ 6'- 8^ 6•- 7" 17'- 7' 4-I _48"I 9.0_37 f0' 7•- 0' 6'- A' !'- 11' 12•- 4' ------------------4" _ 2'a 7"W 0.05` Ti LT_�� __95 MPH M. LOAD 191- 11=--107_ 11 201- r' -- --------------------�----- S' 9'- J" P'- S" 7'- 10" 16•- 7- X10 MPH W. LOAD IB'- 2" 1e'- 7' 16'- S' 6' 8•- S" 7'- e' 7•- 1" lA•- 10••,•' 770 MPH N. LOAD 16'- 9" 16'- Il' 17•- 7' 7' 7'- l0' 7 - 1' 6'- 7' 12'- 1,x.:4 6"1 40"1 0.0_26 B• 7'- 7" 6•- 8' 61- 2" 95 MPH W. LOAD 22'- -1"-- 721- 2" 22'- 6' 9• 6- 10' 6•- 3' S•- to" 16'- 11' 11.0 MPH W. LOAD 201- 1" 20'- 3• ]0•- 6" 10' 6•- 6' S'- It, S•- 6" 1S'- 6.1ti 1'!O MPN W. LOAD 10'- 7" 18'- 0" 191- 0" 2_1_4"z 0.05" TIL T_PF.AM-__---_---------- 1 ___ ___ 14'- !•: 0"I 40"I 0 0_77 - _ __ S' 11'- 1" --10'- J- 4•- 6' - 9S MPH Y. LOAD 2A'- 6" 24'- 7' ---74'- 10" 6' 10'- 7" 9'- IS" 1S'- 2' 110 MPH M. .LOAD 22•- r• 22'- S" 22'- 8' 7• 9•- 6" 0'- 8" 0' 7• 120 MPH W. LOAD 20'- 17' 20'- 6' 71'- 6' 8' e'- 11" 8'- 1' 7'- 6' TOTAL ROOM WIDTH ^W•' FROM TABLE 2 OR 7 ♦LENGHTS OF OVERHANGS 10' 0" 7'- 7' 6'- 9' .:HIS OF a. 1H.. 95 MPH WIN:1 LOAD EXCEEDS LIVE LOAD RFQUIRE'NF.NT FOR WALK ON HOOF - _ LSE GREATER OF 0I14D LOAD FOR SELECTION OF ROOF FANEL: 170 MPH WIND LOAD EXCEEDS LIVE LOAD REQVIPEMENT FOP WALKON ROOF USE THIS COLUMN FOR SELECTION OF BEAM FOR WALK ON ROOF_ 9S) N DRAWINGS • TABLE ): MAXIK.M 1(EI(:7- FOP SCREEN OR GLASS WJOM LTRIGI(T9 LLUIINIM 6063 T-0 ALLU76 14'- 1' --_. - _ __ ___._- 17'- 11' USING SCREEN PANEL WIDTH 'W' 171011 DRAPING SELFIT SPAN 'H' SHOWN 04 DRAWING 12'- 0' MAXI"SPA► 'H' WI "W 76" - - -- 7- Err R6IONS 1'1 2':0.04•• 6'-10• 6'-4" 5-11' S'-6' !'-4' S'- 1' 4'-10' A'-7• 1'a 2'a 0.06" 6'- 7' 7'-7- 7'- 1- 6'-9- 6- 4' 6•- 1' S'-lO' S'-7• lr'- 6' 2•i 2'■ 0.04" 9'- 2' 6'- 6' 7•_11• 7'-6' 7'- I• 6'-9' ------ ______ Ya 2'■ 0.05' 10- 7' 9- 5' 6'-IC' e'- 2 7-11- . - 6' 7•- 7' 6-11' 17'- 9• 3• 2*1 2'1 0.06' 11'- 1' IO'- 3' 9'-7' 9•- 1- 6'- 7" B'- 2" 7-10' 7•-6' 7•a 2'1 0.05' 10'- 6' 9-13' 9'- J' 6'-9' B'- J' 7-11' 1'-6' 7'-3- 3m O_F OYERHA_NG9 9' �,,, D'- T FOP YALK ON RDOP R'W rta.0514 ll'-IO'� j�r•i611'- I' 70'- 6• 9'-11' 9'- 6 ANELy 2'1 7•:0.07' 13'- 0• 17- 0' I1'-10' 11'- 2^ 10'-6' 10'- 1' 91- 0' 9'-7" • DEN'-m TM MAXI'RJM SPAN THE CXTTMISION WILL SPAM WITH Orr ANCHORS. I RWOMMENO WALL -- A1.-HORS NC 1.65': THAN 2' O.C. AND ANCK3K5 INTO CONCRETE aLCX WITHIN 6' LAC"SIDE OF UPRIGHTS AND AT 7' O.C. MINIMUM- NOTES: 1. GLASS ROOKS: THE AMITION OF Tiff ALU,".WINDOW FRA!E AND TOM STPUCTURAL . PORT ADDED TO Till UpRIGFrr 0T WINDOW AND DOOR FRAMES ALLOWS GLASS ROOMS TO NOTE: All Spans and COpocitles are bcsed Onwor5i Dr I-RAMEL USING"lot" UPFIGH: AND WINDOW MIITIW+ SIrPPU1rr OR 2'1 7'X O.(M' case of uplift loads due to wild velocities. ErTNVSION FOP THF FRONT WALL BEAM AND UPPIGHTS A.5 SHJWN Oh THE[ORRFSPOWDING PN,WING.' AMU VEIATED TABLES. ADDITIONAL 2"I 7. 1 0.04' STUDS 58ALL ESE ADDED /W- O ^'0 /7 UNlN3:T1ff%,to" SUPPORT RAIL. '{/W 17f1 ALLINION•IATION AND DETAIL. ("ONTAINEI�! Ori THI` URAWIN1; IS THF. 2. VINTI R.XWC': THE SAME S1711K'R'PAL LOADIRC A"SCRLtR E:OOM. Al'PL26. LIKE PNOI'E 14T IA(IF LAWNEnc 1: E. DF.N NETT AND MAN NOT BF PlPNODUCFUJCOI'C SCRE73.THE VINTL WILL 6(DW OUT AT WIND YEL?NTT OF 63 TO 70 1RH. UP. USED IN ANT MANNER WITIIIIUT HIS I.PiTTEN PF.PMISSIDN. IhFONMA" IS NOT NALI(' WITHUL'T Mr. SINN FT'T'S SIGN A'{UP F' ANO F.MDUSF.D 9EA1 A MAST EN I DLT CL`P1 DF:LO1- TO if 1'1.NSON US IN(: A COPY OF Tri IPOURCH -AFr L �� E. 3 E N N E T T O.Y.) ^APIA' • 56 9F POST IN Sr ' VELOCITY LOADS 'N .1n SAD -- CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT 1 /l�F4� ---�---- PO Box 4368 South Doy'ona , FI. 32121-4368 �!ir - Prion no 1 (904 ) 253-9960 ------------- SSG �l DRAWN SHEET 2 OF 2 LWB h cone does not re mesh 3 1/2".4"1 — I Header `de waeteoder fender woshers ter euaccred to IA2xD4 4'panel ocr%s the 1�_ 3"structural c�t�.111 n 2 n•10 x front and 24 o e nsulnted chi- }ty 11/2 sms along the silos- -- _ roof(walk-on' I no 4•Ear contI x2"xG Oa" pen.` / -Header ctvi, '{I " PE FOOTING 1 bock ottochedoto 2"x 2".2"x 3' I i to post with n '-IOr_ I front post with not,10 hollow see span 2 no 10.1 112 x2"sms max 6 tables treader I I in screw Bosse Post ` from each puriin and I I I 24"o.c. I I 2.,%2« 2""3"' ;LASS ROOM Char rad and It p 3"x 2a ho;tow Side wall purlins 2':2".0 04 �_ I see spantabie attached to Ix2 hollow loll. —_ —_ posts Anchor pan t0 channel with 3 _ _ ___ open bock with mm n..101 I/2"SM$ with washers FnW wall puriln— —---- 2 n., to 11/2"sms Purhns anoct).- and neoprene gaskets/If of in screw bosses. I f to posts with on 3"pan 3"aluminum header I Pest attached to I ricin 2 no lo. p I I i t I 112"n scree for roof"Dan anchor with 3 bottom with mn no 8 x I SMS with washers per 2 no IO x 11/2"In II I bosses. If Of wall. screw bosses. II I Front and side bottom 1".2°x004 _ — rods attached to cone. / CDenbock 2"x M am and columns HI }✓=_— -- mox. column Spacing see wtlh mm 5116' . 1 .11 -1— bottom rod Tables 3fi4 2 1/4"mosonpry 5/16"z 2 /4° ' quick set at 6 from Mosgpory quick set Center door. each post and 24" at 6 from each o c max and watts pest and 24"o e. rAioutsconc.patio exist.or placed a min of 1" max. tune.slob on slob on grade. from edge of cunt. Tolelet{lfront wo11"beom from TdDle use larger A"value of ANCHORING DETAIL 4_ W/2 or W/2•o.h = - 0 75� 0019 cover 1 1 Rigid nwlahon /I No IOz lit"-12"ee hex USE — ----� head screws w/caulking : I on top / .,W« � 3" ox ypslob on QAlternate rI/4"o l 2"long MI/4"thin batt right.TA8rl h4 � I"x 2ode. 1G" � loq bolt 2/post. / on grode.) ^ r^ - AS mintNr costlnq /Pts+ 3. `x C! ert 1211x 3 x 3105 - H l4 RISER F,�NEL Typical front view training WITH INSULATION AND COVER 5 of SBC 1988/'89 Rev � 9 MOTES instoli rigid board Loom insulation into oiuminum roof pan rL 1/8"x2-1/2"e• 3"roll Cover tnsuiotion wren 019" protector pone;w^tt Overiapp,ng seow.. F .Ding formed rece,ving ch insulation panel shall be c:Osed with olum:nCm end cop to secure 5 anehorea lc mobile NrsutOtion � with 2 no IOx {+lacement ono to disceurege the nesnn of wildlife and/ �I q� V4 tnru bo:' 1-3/4"SM$ Or msccts I �i with washers Piociector panel wil!be secured by no 10-1" stainless steel into truss butts screws with '/16" Head wesners 114"masonry and no IOx 3/4"SMS anchor Der post $crews pattern shat: ben IZ"on r.lt perimeters and 24"on oncnored to cone• between truss center field on eocn panel ' butts ot12" a Anchor pon- Aluminu• end cop will hC ottoched with 3 no 8-1/2"Stoiniess to channel with steel screws no 10 x 1/2'SMS of 6'cc and top Seal all screws heads with butyl rubber coolmng ALUMIN'Jhi CONVENTIO"AL CONSTRUICTION PORC;- of pan edge. �T nr POST cQo2�of -'- ' 6 CONNECTION TO EXISTING ` NOTE -on'ro.to• shall crev,cie vrriticr_+:o tha•the V MOBILE HOME " hosi siruziure structu•olty cornporot-P•O ALL INFORMATION AND DETAILS CONTAINED ON TIIIS LIFWNG I5 THF the stry wee shown (Mot•de home or conven- PROI•F:R7) OF lAr Rt NCE E- h[:NNFTI AND MAY NOT 6F. RRPPODUCF.D/COPi tionol :onstruct,onol) OR USED IN ANI MANNER NITOOUT HIS FRITTFN PERMI3SION. INIORhA' 13 NOT 1,A1,111 WITHOUT Mr. DFNS NFT'f' SIGNATURE AND F.M^osFU SEAT A MASTER FILE COPY RLLONGING 70 Till. PFRSON USING A CuVt OF Ill. :.lo w.WF underslobs under LAWRENCE E. BENNETT � er tlovmQ uover socrrficed CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT 4f if PO Box 4368 South Daytona , FI. 32121-4368 /► em woo Phone no ' (904 ) 253-9960 frli tong with 1 n. il SSG �� Gad natWol soil J DRAWN SHEET I OF 2 Y = Z ,h cantdoes not , re mesh. 3"1 3" o _ _ fk,led p«t Poured conc. i tont / 5/8"13 1/2" Bolt. PE FOOTING I nW.4�f;or (---{ W 24W 80 Ib 2500 Sockcnte. -10' ISOLATED FOOTING 3"x3"Box. r 16 PRECAST PAD 81 SACKRETE' rnalet Wood frome shed 2'x4'oc presstre treated pone plate anchor fonacmc w/ i I 1,11"Drbotts 4" oc uoldt str.1613 /halts II ah. 3 3"ic�Das? ly oh. W + W/2ro It T WITHOUT CENTER POST 2"x mid Spon beam see simple spun table I sheet 2 3"x3x0.05 post See Detail N•2 Typ. v/ Space max. 1 nhe r4" See fooling detail Ill T 82- 00166 ories " NOTE Contractor s!holl provide verhf,Ccnon thot the OUGH CARPORT host strU:ture I,structurally cDn Porot•e to AI.1. INFORMATION AND UETA11.9 CONTAINED ON THIS DRAWING 19 1HE the strucl Lire shown(Mo:Mle home Or conven- PROPF•RT1 OF LAWRENCE E. UL9NETT AND MAY NOT HE REPRODUCED/COPIF' Clonal conilructlonol). OR IICi.0 1N ANI MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMAT� IS NOT IAI.IIh NII t"OT Mr. HEANCTT'S SIGNA rUPF. ANU EMDU9EU SEAL ' 1/6"x2-1/2"or 3"roll A MASTER VILE COPY H1:1.ONl:1NG TO 11IF PERSON USING A CUPIOF T11.' formed recewmgcIt anCthaea to mobile with G ns IOx I�o'-d SMS LAWRENCE E. BENNETT with washers and n"10x 3/4"SMS ' butes nt " CIVIL ENGINEER & DEVELOPMENT CONSULTANT trusts nt 12' !/ Y t�cnaannne wi P0. Box 4368 South Daytona , FI. 32121-4368 n. LO x 1/2 SMS f tr ir 6 oc orhd tap Phone no : (904 ) 253-9960 Yr of Pon ridge ACP DETAIL N-I DRAWN :TrJN TO EXISTING SHEET OF 031LE HOME r LW 8 JAM j: HAI. ROOF BEAM SPANS :ATTACHED CA"027E 6067 T-6 ALLOY" TABLE 7� OCXEDUL� Of COST TO BEAM SIZE 6 t O► THRU BOLTS RBQUjRg :�•��.. ALUMINUM IITS U310NI : BEAM $its MINIMUM 6 of THOU BOLTS - N BELOW POST SIZE 1/4' I d ♦ 1/3' EPtcltl/D REAM SIZE FOR SPAN . L ON DRAWING USI 'A' . IN ♦ O.H. ON 'W' 1•I l'I 0.05' TILT 3•1 7 I 0.06* IIullop♦d 1 2"z 3"iO_OS' TILT BEAM EXAMPLE: 'A'. 7'♦ 21. 9' SEE:,l+;•I •A' 7"1 4'I 0.03' TILT 3"1 3"1 0.06• 2 __ __ 7'I 4'1 0.I70' 8MB 7'I I'I 0.06' 2 YIDTB 'A' WALK OM R./lI0 MPH W. L. 93 MPH W. L. - 0 t9lM L. 13•- �' S' 6'- 0" 9'- 3" �•- S' 7'I 51I 0.154' SMB 3'I 7'1 0.06' 2 • 12•- ll' 6' 7'- 4' e'- S. 7'- 8' 2-1 6.1 0.175" ane 3'1 7"1 0.09] 1 -r 17'- 5' 7• 6'- 9" 7'- 10' 7•- 1' 2-1 7"1 0.170" SMB 5"1 7-1 0.097 7 e• 6'- 4' 7'- 4^ 6•- 8" 7"1 0"I 0.224' SMe 7"1 7"1 0.125 4 141- 2' 91 EIAMPL$ S•_ It- 6'- 10" 6'- 3' 21I 911 0.774" 8MB I'1 ]'I 0.125 4 - 13'- 4' 10' 5'- e' -i; S•- ll" r 17•- ll' 11' 1.- 5' 1. 5'- e• 1 14•- 5' 7": 4'a0.0!' TILT REAM TABLE 4: MAI. ROOF AREA POR ATTACHED CARPORT POST ' 13•- 6 ________—___—________— ______ ... _____ _ 9. 1. 6' e'- 11" l0•- 7' 9'- S' - FOR ALLOWABLE ROOF AREA USE "AREA* . S 1 (W/7 ♦ O.H.) 7• e'- 3• 9'- 6" e'- e' EIAMPLE: "S". 7' W - 12', 4 O.H. ♦- 7' l!•- 9" e. 7•- 9' 0•- it" e'- 1' "AREA" . 56 SF 14•- 9' 9, 7•- 3' A'- 5' 7'- 0' IO' 6'- 11' 6'- e" 7'- 3" MAXIMUM ALLOWABLE ROOF AREA FOR VARIOUS ALUMINUM POST aN SF 111 6•- 7- 7'- 7" 6'- it' POST TYPE 161- 1' 11' 6'- 3• 7'- 3' 6'- E' 7"� 3'io 060_7[ALLOPED_DESIGN_LOADS_ANO rINO_YELOCITY LOADS_ POST MGT POST MAX 1 WALRON 95 MPH 110 Mn 170 MHN It" 2•� �_zM 120_�_M.B_- ------- -- ------- -- 3' 17'- 10" ��•- lD" ��•_ 6' ll'-l0• 0.760 431 378 40] 411 1e•- 1• 6' 111- e" 13•- 6- 121- 4" 121- 0" 3,720 ]b6 3SS 796 254 161- !0' 7• .to,- 10" 171- 6" II'- s" I3'- 0• 7.211 161 214 178 152 161- 1' e' to'- 1' ll'- e" 10'- 8" �'z 3_z 0.040" POLL FORMED•• 9' 9'- 6' Il'- 0' 101- i' 7'- 9" 10,000 Soo 667 536 476 If•- ]' 10' 9•- 0" 10'- S" 9'- 6' 6'- O" 7,407 770 494 tll ]57 17'- ll" 11• e'- 7- t0'- 0" 9'- t' 9.- 0" 3.976 796 395 729 2e3 10•- 0- 3,105 739 343 706 746 17'- 1' 17' 8•- 7' 9'- 6' e•- e" 7"z s'z 1.54' S.M.S. --__ 4 i5'- Sla_3'z 0.90__TUBE—_ _ 19'- 9' 6' 13'- !0' 16'- 0" 14'- 7' 11'-10" 1 .500 729 972-- 610 694 3E•- ll' 7' 12•- 10" I4•- 10" I3'- 6" 12'- 0" 7.992 400 533 444 301 0' 5.400 270 ]60 300 287 B' l7•- 01 17'- 10' 131- 7- 13•- 9• 11•- 3" 13'- 0" II'- 11" 3'. 3"z 0.125_ TILT_BEAM__ _ - 4' 0' X= 10' 10'- S" 12'- 1" 11'- O" 19.440 972---1796 1000 976 14•- t0" 11' !0'- 7' II'- IO" t0'- 9" 17'- 0 14.400 770 960 600 686 13•- 11' 17'- 0" 10.080 504 672 360 400 13'- 6' 12' 9'- 9' I1'- 3" 10'- t" 4"z 4"z 0.12_"• TILT_BEAM' w 1'z 6_i O_l7S' S.M.B. ---------- iy'-1` --- 76.190 17L0 ---X766 113! 1747 Ib'- t' S' 17'- 10' 70'- 6" !0'- 9" le'- 0' 10,490 OIS 1099 916 703 l3•_ 0' . 6' l6'- 6' le'- 9" 17•- 1" 20'- 0" 10.670 534 711 593 308 14•- •1.. 7• IS'- O' IT'- 4' 15'- 10' _ ALLOY 6D63 T-6 t •1 0' 14'- !" 16•- 3• 14•- 10" ALLOY 7103 N16 10' 121- S' 141- 6" 131- 3" TABLE s: ISO_LATF.D FOOTINGS . Z f 11' Y" 121- O" 13'- 10' 121- 0• MAXIMUM ROOF AREA FOR CARPORT POST W/ ISOLATED FOOTING 17' It'- 6' 1]'- ]" 111- 1' FOR BELOW LISTED MIND YELOCITY UPLIFT LOADS ~ 2"z 7'z 0.150_3.M_B_—-----—----—--------_-_—_-------- FOOTING TYPE E SIZE qS MVH 110 MN 120 MPH 6- 22'- 6" 70'- 7' POURED CONCRETE 6. 17'- 10" 201- 7' 1S•- 9" 1'-0^I t'-0'1 1'-0^ 29 33 71 " - - 7' 16'- 6• 191- 1" 171- S" 11-4"I 1'-4.2 1'-6- 86 72 61 SCIFIED 8• IS— S" 17— 10" 16— 3" 1•-6"X 1'-6'X 2'-0" 163 136 116 �(. H• 9• 14'- 6' 16'- 10" IS'- 4" t'-8"X 1'-0"1 2'-0" 187 156 X34 10' !3'- 9" 1S'- !l" 14•- 6" I'-0"1 1'-0^1 7'-6" 275 229 196 a. 6- Il' 13'- 2• IS•- 2" 13'- 10' 2'-0"1 2'-O"1 2'-6" 346 768 257 12' 12'- 7' t4'- 6" 13'- 3" 2'-6'I 7•-6"1 2'-6 463 306 331 PRE-CAST BLAB M/ 60♦ SACK-CRETE ON TOP ------�------ '— -----' 56 e•- 8' S• 26'- S" 30'- 6' 27'- 11" l'-4.2 1 -4.1 7'-0''(TO SLAB) 117 97 7'- le' 6' 24•- 2" 27•- 11" 25'- S" 7' 22•- 4" 23— 10" 23•- 7" 1'- ]• 8' 20•- 11• 14'- 2" 22•- 0" 10' 18'- 6' 21'- 7' 19 - 8" 11' 17'- Ill" 20'- 7' 10'- 9' ]'- it" 12' 17'- 1' 191- e• 10'- 0" 9'- 11' S 281- e" 33'- t' Iii:--i; 6• 26'- 2" 30'- 3" 17— 7" r '*" 281- 0" 0, N. 8' 72•- 8" 26— 2" 23'- 1t" i• 9' 71'- 4' 74,- 6" 22— 6" •• !O' 20'- 3' 73'- 5„ 211- 4" 0• 11• 19'- 4" 22'- 4" 201- 4" 12' 18'- 6" 21— 4" 19'- 6 . ,._ 2. 1407E All spans and ccoacit1es ore based on worstm ��rr AT'S _ case O1 UDIIf1 10005 doe t0 wind veirac(tles. 2'_ BLOW L ECIFIED ALL INFORMATION ANU DETAILS CONTAINED ON THIS DRAWING IS Tilt 20'- S" 1'ROPFRTI OF LAWRENC F. E. BKNN ETT AN MAY NOT BE REPRODUCED/COPIEC 10'- I1' OF 1!SEU tN ANt MANNER WITHOUT 1115 WRITTEN PEP"15SION. 1MFORMATI'• l 6'- I' t5 N(/7- VAI.I'' WITHOUT Mr. BENNETT— SIGNATURE AND EMBOSED SEAL f.N • A MAS'FG FILE r'nl'f PF.LONGINr, TU TIIF. PERSON ':S3NG A COLI OF TH15 9'- 10' 20- := LAWRENCE E. BENNETT 27'- 5" �� 21•- 4• CIVIL ENGINEER SI DEVELOPMENT CONSUL714NT of L P0. Box 4368 South Doytono , F1, 32121-4368 d._ D• Phone no ( 904 ) 253-9960 : �ff�' 5 '• ACP e - to' 7'- 5: DRAWN , LW 6 SHEET 2 OF 2 4_ PSR-3M4 f DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ------ PERMIT INFORMATION -------- LOCATION INFORMATION --------- Permit Number , 7099 Address : 1999 SEVILLA BOULEVARD WEST Permit Type : UTILITIES ATLANTIC BEACH . FLORIDA 32233 ---'lass of Work : NEW I ---------- LEGAL DESCRIPTION ---------- Constr . Type: WOOD FRAME Lot : Block : Section: Proposed Use : SINGLE TAMIL- Township: RN(- : Dwellings : 1 Code : 0 Subdivision: Estimated Value : $0 . 00 fmprov. Cost : 6, o0 Total Fees : $595 .00 Amount PitidA: $595. 00 ' 3 !RR:�_ 3v OWNER INFORMATION APPLICATION FEES N i te- J(_.=HN CARTER PERMIT $0 . 00 1989 SEVILLA BOULEVARD WEST WATER IMPACT FEE 50 . 00 ATLANTI -' BEACH , FLORIDT SEWER IMPACT FEE "hone , 90 4' 2''?-Q 12 WATER METER 8U45 . 00 RADON GAS--H .R. _1:z _ 't-0 .00- -------- CONTRACTOR INFORMATION RADON GAS - 5% so. 00 Name : PUBLIC W!)RKS DEPAFTMF WATER TAP S415 .00 e s s SEWER TAP $0 . 00 HYDRAULIC SHARE $0 .00 License : Type : r) CAPITAL IMPROVE. $0 .00 SFr- H TMPA'­T FFE 50 , nn NOTES: Cross Connection Inspection Fee NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING .e- PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE o BUIL;4 'Fa MAI tRIAL, 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 T H E-,P 1P&0 F 99 ERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. el co 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: PSR-3844 •f. �.>°. �� 7106 s DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - LOCATION INFORMATION - Ferintit Number : 7106 Address : 1989 SEVILLA BOULEVARD WEST Permit Type : UTILITIES ATLANTIC BEACH , FLORIDA 32233 Class of Work : NEW ---------- LEGAL DENCRIPTION Constr . Type : NIA Lot : Blo(-k- on. - SE.rt i , Proposed Use : UTILITY Township: RNG : 0 Dwellings : 1 Code: Subdivision: SEVILLA f3ARDENS Estimated Value: $0 ,00 improv . �-ost : $0 . 00 Total Fees : $25 . 00 Amount 'Pad: 525 . 00 I)ate . id 7f 27/9? RIGATION SY . T'=,CKFLOW PRE'.'ENTEv, OWNER INFORMATION --- APPLICATION FEES ----- I RN ----IR`I AF'VFR PERMIT $25 .00 Add )8 SVILLA BtOULEVARL WATER IMPACT FEE $0 .00 ATLAWTI - ,BEACH , FL 'I:, .; SEWER IMPAw ' FEE , �104)724-01 3 WA 's lit ` RA ONCAS -H'.R - S . L. h - ------- -CONTRACTOR INFORMATION - RADON GAS 5% 50 , 0 Name : ,AFS IRRICATION WATER TAP $O +I*ESCA ROAl; SEWER TAP $g 0r, �jrrT r r FL 32225 HYDRAULIC" SHARE 50 .0c Type ' CAPITAL IMPROVE . $0 , 00 SE"-". H IMFACT FEE SQ . C? IiEFt,r . . $0 . NOTES: 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 RESP'T IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMF � " y VAITnaTirw ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJFML.TO R6' u, Q.N' VIOLATION OF APPLICABLE PROVISIONS OF LAW. ENTERED '"�'�g RECEIPTf ATLANTIC BEACH BUILDING DEPARTMENT / By: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : � � jt2L - Address f 2g/ hone: Lot Lot # Block or Unit # Subdivision:� f�i _ Contractor: Address : ?`'`-'3 12PSCIO- Phone No: Describe work to be done: /`.0 Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes , what are the dimensions of the added space: ft . X ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR : Date: C�er�tftctt�e �f (��c�t��t�tc� Tito of Atlantic ijeac4 — Nloriba j3EVortMtnt of +,wilding Ntiptction This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. Single Family Residence Bldg. Permit No. 6604 Use Classification Atlantic Beach Group e dmType Construction S� Fire District Sevilla Blvd. W. Owner of Building John & Ellen CarteXddress Z Building ss 1989 Sevilla B1vd.WLocality Atlantic Beach, FI. 32. 3 By: nntu f` FORD G Date: / f Building Official POST IN A CONSPICUOUS PLACE 335353 MAP SHO WING BOUNDARY SURVEY OF LOT ?6 - BLOCK -w- AS SHOWN ON MAP OF _r6:-V1 L L F7 6,,V e/--')EA I•r C./.-/i T Tv"/O AS RECORDED IN PLAT BOOK 45 PAGES -- 7A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: /D. G,geTE.Pf SU� c//l��711.-L02//J,9, Ac ,o_/ i'nMM Oc i{c/C 9L T/-L L/2� T/ /43. / 3' STaor� T 1� W S7Z-1e O (� �/889 0 � a 2 — 12.6 N Zo.B. Z ,�. `.` w o 07 0 ti ch'= 67. ea' ,e:50.00' . 171. 1 � 1993 guiiding and Z°ning NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON ejk' LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD 4 ii It CITY OF - �Y , �, : •1� � hb p 800 SEMI�OLE ROAD ----- �"---' — - + ATLANTIC BEACH'FLORIDA 32233-544; TELEPHONE(9114)247-5800 • FAX( . )24x5805 L �' r i' h r', T Iv.s � rkq i ;', . WatE.ri, De�partm n� r. ., `t laity Of At.lair► is "13 g; / F'leacE� be advz ��. ' tai' i„�inrsp,E? lt�Qnat haft' bLcn com},lotd on e C t� p .�ONLrtiy a�idrr� E3G tend c�u:,::tvuctic'n K'ater is 0 ( ,+�f u,1, di �r 13i3 it a, ', j �I !Ir SII � i ��� I _ ".•^I..,_' TA !1,4 ! ( __-_ Tn ” 44 �I P 1 C 1 f P41 IT p F-.ity ` :�113CIi t 7 tit apt f f i DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE .AND Ah._% SATISFACTORY : 2,41 '_T,'2 ae- ------ -A ----------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING' INSPECTION DIVISION cc:FILE rAL c Eo 1#3 To S CITY OF h" �4&4stic Bec.,c�i-99&U-4411 275 3) 3ti I I, Office of Building Official ,r P [z' 9 REQUEST FOR INSPECT �._...-- � Date _ Permit No. Time Received 0 �P. JAbd,11Locality Owner's Name Contractor BUILDING CONCRETE EL CTRIC PLUMBING MECHANICAL ram El Footing ❑ g Wiring ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. urs. Friday P.M. ,� A.M Inspection Made Inspector i Final Ins ec' ertificate of Occupanc Date CITY OF yqik4ft4C Be4c4-0;&U.& Office of Building Official REQUEST FOR INSPECTION Date Time A.M. Permit No. � Received 'iC Q PW Job Addi s§ Locality ))) Owner's ^ � Name .l �/ Contractor BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing El Rough Wiring ❑ oug ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole E. Top Out 11 Heating Insulation Lintel ❑ Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M.. Inspection Made Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date A//11 ff //CS�I-�TY-�O`/F 00--_ �� 4 4f& /.5 eacA-0;&u-t 4 Office of Building Official REQUEST FOR INSPECTION I Date_ —,S; 3 Permit No. Time A.M. Received �� �Q P.M. 119;T-- Job Address Locality Owner's Name Contractor �,/C���i�✓ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ R Slab ❑ Temp Pole ❑ Top Out ❑ Heating ns at' ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Tues. Wed. Thurs. Friday A.M. Inspection Made Inspector - Final Inspection ❑ Certificate of Occupancy ❑ Date f�������#�,,�� /C�E�T�Y�O/F ��� � � 7�2 fQ �r.rota /sP4cA-A;4w,-Lis 'C�� ✓ Office of Building Official REQUEST FOR INSPECTION Date / / Permit No. 6 l/ Time L A.M. a Received /LID Job Address Locality Owner's f L 1,,i NameContractor S tf/C ILDING CONCRETE �CTRICAL PLUMB G < MECHANICALS Footing Re Roofing Slab ❑ Temp—Poleing Rough Temp ❑ Aii�arrd g'� Insulation ❑ Lintel 1-1 Final Final ❑ Sewer Heating ❑ Fire Place [3� READY FOR INSPECTION Pre Fab / Mon. Tues. L Wed A.M. / 1 Thurs. Friday P.M. Inspection Made A.M. P.M. Inspector ` Final Inspection ❑ ? Certificate of Occupancy ❑ Date •.4M i TRANSMITTAL DOCUMENT FOR JEA I DATE: i The f llowing permits have passed "rough" inspection: Permit No. Address' r� 40, 6 ' I I xvfxxb:hex4Camabbu. Please update your records accordingly.i,' is Than , ILDING CLERK CITY OF ATLANTIC BEACH /vcb i i CITY OF ATLANTIC BEACH, FLORIDA Approved by I APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6' 7 1953 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: (/Nkd 060, MASTER ELECTRICIAN SIGNATURE JOURNEYMAN %c!e NAME_ L,)kikl Wy-ADDRESS: Imo' jeudl� 3)✓j RFD BOX BLDG.SIZE BETWEEN:. RES. (L,1/ APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW( 1 OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( )) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( vl INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. d) ; SWITCH OR BREAKER O90D AMPS PH J W '� VOLT RACEWAY / EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED JOPEN TOTAL RECEPTACLES I CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS BUILDING AND ZONING INSPECTION DIVISION • CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 7 �" APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. 9.$ ��� //,( &,,,, zo LOCATION Street Address: /�/ OF Intersecting Streets: Between y���� /ln��l�—G{� And BUILDINGc2rq Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the abcve 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 Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) /P & �u Master Name of QQ Property Owner (f 1H• /r 3 Signature of Owner Signature of or Authorized Agent Architect or Engineer 111. GENERAL INFORMATION A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON G;?,-"c THIS BUILDING OR SITE? ❑ Gas —❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION / ❑ Oil PERMIT 066 ❑ Other — Specify IV, MECHANICAL EQUIPMENT TO BE INSTALLED NAT/URE OF WORK (Provide complete list of components on beck of this form) �_- Residential or ❑ Commercial est ❑ Space ❑ Recessed a Central O Roof New Building Air Conditioning: [3Room [3—ControlF-1Existing Building ❑ Replacement of existing system ®�ict System: MaterialThickness Replacement v LNew installation(No system previously installed) Maximum capacity Y c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g•p m. ❑ Fire sprinklers: Number of heed ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump• (number) (Rece'ved) ❑ Tanks_ (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Da+� ❑ toilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT Ant CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving Number Units Description Model Number Manufacturer (Tons) Agency PSR-3 6645 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH zERMIT INFORMATION LOCATION INFORMATION ------- ermit Number : 6645 ' el-Iress : 1989 SEVILLA BOULEVARD WEST Permit Type : PLUMBING ATLANTIC BEACH , FLORIDA 3223_� 'lass of Work : NEW ----------- LEGAL DESCRIPTION -------- Constr . Type : WOOD FRAME T.0t , Block: Section: Proposed Use: SINGLE FAMILY Township: RNG, I swellings : 1 Code : f) Siibri_ivision: SEVILLA GARDENS ,:stimated Value : $0 , 00 improv . Cost : $0 . 00 Total Fees : $53 . 50 Amount P,AiA­ 553 . 5r' tBING IN Nig OWNER !NFr,RMATION APPLICATION FEES PERMIT 53 . 50 1999 SEVILLA BOULEVARL WATER IMPACT FEE ATLAITITI' SAACH , FLORTr SEW,91;= IMPAC Z- FEE Ph 0 47 4 t��C6 66", S, RADON Gy A.S-'H .'R , S ------- CONTRACTOR -INFORMATION RADON GAS S0 . 00 Name : C,W -WOor WATER TAP $0 - 00 r -.ANEY STREET SEWER TAP $0 .00 ILLE , FL . HYDRAULIC SHARE $0 .00 Tvre , RE- INSPECT FEE $0 .00 SEC -H IMPACT FEE NOTES: NOTICE —ALLCONCRETE 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: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBINGI,, )PERMIT QC JOB LOCATION: l OI � UIL�-Q 6L0 V" OWNER OF PROPERTY :- W I �� ��d M �� BUILDING CONTRACTOR: PLUMBING CONTRACTOR _CjJjW bOb _ - -------- --------------------- AMD ADDRESS: 1329 "1�3vV --------------------------------------------- TELEPHONE NUMBER:NUMBER: �* ` �6 0 `T STATE LICENSE NO: __cFc o27 �9__�_ TYPE OF BUILDING: FPS%_ �_ __---------------------------- i �__C'&� �� 1 u`---�_--- --__ ��� --------------------- ------SINKS -------------_SHOWERS --__-LAVATORY -----J--___WATER HEATERS Z BATH TUBS DISHWASHERS ------------URINALS DISPOSALS 3___---CLOSETS ( WASHING MACHINE ------------FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE ` _)UNT:___ x $3. 50 + $15. 00 ------------------------------------------ ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITli THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBINGICODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5626 CITY OF 4&4#%14C Beac4- Office of Building Official !1 REQUEST FOR INSPECTION Date U r` Permit No. Time L Received Z-Z &0 PM ( UoMe ,-&j IL---e ^Address L a y Owner's J D Name Contractor )4L—,72�) BUILDING CONE TE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough E. Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made ;— P,M. Inspector – inal Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION lQ-9� .r Permit No. Date Time A.M. Received /I ` P.M. Locality Jo dress ( Owner's �y� �„� Contractor Name MECHANICAL BUILDING CONCRETE ELECTRICAL PLUMBING Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Heating Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out El Fire Place El Sewer Insulation E3 Lintel G Final Pre Fab READY FOR INSPECTION A.M. Mon. Tues. O� Wed. Thurs. Friday P.M. y � �-0 � 1 � Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date /►1� ///S� &9CITY OF �� fYl�m& - Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time V M. ` Received c Job Ad ress alit Owner's Name rector BUILDING CONCRETE CTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rou ' ng F1Rough C Air Cond. & ❑ Re Roofing ElSlab ❑ Temp Pole "�:< Top Out ❑ Heating Insulation G Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday L P.M. A.M. Inspection Made P.M. Inspector Final Inspection Certificate of ccupa cy ❑ Date 6 C) CITY OF ATLANTIC BEACH, FLORIDA Approv*dby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:__ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AN CITY OF ATLANTIC BEACH ORDINANCES. I�� ELECTRICAL FIRM: L4v MASTER ELECTRICIAN S GG� ATUR –c JOURNEYMAN NAME. \,_ k I,b��� ADDRESS:; ` xy 1�� r�J_ �BOX BLDG.SIZE BETWEEN:! RES. ( � AFT. ( 1 COMM. 11 PUBLIC 1 INDUS. ( 1 !NEW( ! OLD ( 1 REW. ( ) ` ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SSO. FT. SERVICE: NEW 1 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE (X AMPS J COPPER ALUM. SWITCH OR BREAKER AMPS 1 PH W C�3�01_T 'Ci RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE ENO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMP9. SWITCHES INCANDESCENT FLUORESCENT&M.V. — FIXED 0.100 AMPS_ OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIOJVING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT Q.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 6604 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ----- -------- LOCATION INFORMATION Permit Number : 6604 Address : 1989 SEVILLA BOULEVARD WEST FleXmit Type: BUILDING ATLANTIC BEACH , FLORIDA 32233 Class of Work: NEW ---------- LEGAL DESCRIPTION -------- - onst . R' T pe: Wr�OLS R E Lot : 28 BIACk : Section: roposed e : SINPL� FAMILY Township : RNG: 0 Dwellings : 1 Code: 0 Subdivision: SEVILLA GARDENS #2 Estimated Value : $120285 .00 Improv . Cost $0 .00 Total Fees : $2930 . 42 :ymount Paid : $2930 . 42 / Date Faid: 4/ 9/93 �� /LJ 1RUCT NEW SINGLE FAMILY RESIDENCE PER PLANS HSF - 2982 ------ -- OWNER INFORMATION ------- ---- APPLICATION FEES Nar-Ge : JOHN AND ELLEN CARTER PERMIT $799 . 50 Address : 4520 MORRIS ROAD WATER IMPACT FEE $450 . 00 JACKSONVILLE .. FLORIDA 322:" SEWER IMPACT FEE $1250 . 00 F'1-rcane * ( 904 )725-0178 WATER METER $85 . 00 RADt7N GAS -H . R . S . $19 . 37 ------- CONTRACTOR INFORMATION --- RADON GAS - 5% $1 .05 Name : WILSON HOMES , INC' . WATER TAP $0 . 00 Address ' 41-23 TRESCA ROAD SEWER TAP $0 . 00 •JA( KSONVILLE , FL 3222:5 HYDRAULIC SHARE $0 .00 Ll. ense : CGC01?531 Type : RE-INSPECT FEE $0 . 00 SEC.H IMPACT FEE $0 . 00 OTHERCapital improve.<' $325 . 00 NOTES: 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 r By: l Department of Community Affairs SN: 5131 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCT-101V FORM 600.4-93 ResidelJtial C017?,001?ent PresCr"iptiVe Method ,A NORTH PROJECT NAIVE.° LUT 28 S E VIL L,A G,A RDE I BUIL DER, WILSON H01i•YES .A ND .A DDRESS: 1 PERP-11 T TI NG 1 CL INA TE /OFFICE: I?UNE: / /-/ 21 1 31_1 OWNER: l FERMI T NO. 1 JURISOIC TION NO. CK 1. New construction or addition 1. New Construction 2. Single fancily detached or IYultifamily attached 2. Single Fanai1Y 3. If Mul ti fami 1 y NO. of units 3. 0 4. If AfUl ti fami l Y, is this a worst case (yeS11?0) 4- 5. Condi tinned floor area (SO. ft. ) 5. 2092. 00 ti. Predominant eave overhang (ft. ) 6. 1. 50 7. Porch overhang length (ft. ) 7. 0. 00 8. Glass area and type,: Single Pane Double Pane a. Clear Glass 8a. O. Osaft 414. 00sgft b. Tint, film or solar screen 8b. 0. Osaft 0. 00sgft 9. Floor type and insulation.: a. Slab on grade (R vealue, perimeter) 9a. R.::: 0. 00 207. 00 ft 10. Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R value) 10x_...2 R. I l. 00, 1320. 00saft a. ,Ad.iacent: 2. Wood frame (Insulation R value) 10a•--2 R. 11. 00, 321. 00saft Il. Ceiling type area and insulation.- a. Linder attic (Insulation R value) Ila. R.:: 19. OO , 180. OOsgft a. Under attic (Insulation R value) l la. R.:::30. 00 , 2185. 00saft 12. ,Air distribution systems a. Ducts (Insulation * Location ) 12a. R:: 6. 00 , uncond 13. Cooling system 13. Fype: Central ,A/C SEER.- 10. 55 14. Heating System: 14. Type.: Heat Pump HSPF: 7. 60 15. Ho t wa ter s ys tem: 15. Type, Electric EF: 0. 93 16. Hc,,l t Water Credits: (HR Heat Recovery, 16. D,yP Dedicated Heat Pump) 17. Infil tration practice: 1, 2 or 3 17, 2 18. HV4C Credits (CF Ceiling Fan, CV. Cross vent, 18. HF Whale house fan, R3 ,Attic radiant barrier, AtZ Mul ti zone) 19. EPI (must not eXceed 100 00i n ts ) 19. 95. 12 a. Total .As Built points 19a. 33337. 14 b. Total Base points 19b. 35047. 96 .................._....................................._.I..........................................._ I Hereby certify that the plans and l Review of the plans and specifications speci fi ca ti ons covered by this cal cu / covered by this calculation indicates lation are in compliance with the 1 compliance with the Florida Energy Florida Energy Code. / Code. Before construction is completed / this building will be inspected for PREPARED / compliance in accordance with Section DATE: l 553. 908 F. S. I hereby certify that this building is I i n compliance with the Florida Energy i Cade. l OWNERIAGEN T: l BUILDING OFFICIAL : _ 04 TE:,, 3 0 __ I D,A TE:. INFIL FRA TION REDUCTION PRACTICE COM,-�L LANCE CHECKL IST COMPONENTS SECTION REQUIREIVENTS FOR EACH PRA C TICE CHECK PRACTICE #/ 606. 1 COMPL Y WI FH A L L INFIL FRA TION' PRESCRIP 7-1 VES. -------------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes slicing glass doors). ------------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0. 5 CFO per so. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass Coors only. --------------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gaske ted, wea ther-s tripped or other.- & Cracks wise sealed. ---------------------------------------------------------------------------------- PRACTICE A2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOL LLOWING- ---------------------------------------------------------------------------------- Exterior Walls 606. 1 Fop plate penetrations sealed. Infiltration barrier & Floors installed. Sole platel floor joint caulked or sealed. -------------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gaske ted. ---------------------------------------------------------------------------------- OuctfUrk 606. 1 Ductwork in unconditioned space must be sealed. ---------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, Coors and flue dampers. -------------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with Campers. Combustion devices see 606. /. A. 2. ------------------------------------------------------------------------------------ Combustion 606. 1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be aimpered and use intermittent ignition. --------------------------------------------------------------------------------------- w" OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) w* ----------------------------------------------------------------------------------- Water Heaters 612. 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built in heat trap required. --------------------------------------------------------------------------------------- Swimming Pools 612. 1 Spas and heated Pools must have covers (except solar & Spas heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ----------------------------------------------------------------------------------- Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal tons per minute at 80 PSIG. --------------- .........................................---------------------------------------------- ------------ H&C Duct 610. 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins-.. Insulation & ulated and installed in accordance with the criteria Installation of Section 610. I. ABC. 2 & 610. 1, ABC. 3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet, --------------------------------------------------------------------------------- H&C Controls 607. 1 Separate readily accessible manual or automatic 1"n Wn"h ----------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R- 19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R- 11. ..........r........t-A.....------------------------------------------------------------------------------ SUMMER CA L CUL,A TIONS zzz BASE .4 S-BUIL T GLASS---------------- ORIEN AREA x BSRN = POINTS l T YPE SC ORI EN AREA x SAN x SOF POINTS --------------------------------------------------------------------------------- N 32. 00 65. 8 2105. 6 1 DBL CL R N 16, 0 38. 3 . 68 538. 6 08L CL N 16. 0 38. 3 . 82 505. 3 E 96. 00 65. 8 6316, 8 1 DBL CL R E 96. 0 79. 7 . 96 7369. 9 S 31. 00 65. 8 2039. 8 1 08L CL S 15. 0 66. 2 . 74 734. 8 08L CL R S 16. 0 66. 2 . 67 708. 7 16. 00 65. 8 1052. 6 / DBL CL W 16. 0 79. 7 . 92 1166. 8 AV 16. 00 65. 8 1052. 8 / DBL CL R AV 16. 9 57. 7 . 87 804. 2 hz 16. 00 65. 8 1052. 6 / 08L CL R HZ 16. 0 267. 0 1. 00 42 72. 0 -------------------------------------------------------------------------------------- 15 x COND. FLOOR / TOTAL GLASS v AM x GLASS ,A DJ GLASS 1 GLASS AREA ,AREA FA C TOR POINTS POINTS 1 POINTS . 15 2, 092. 00 207. 00 1. 516 13, 620. 60 20, 648. 04 16, 100. 31 NLN GLASS---------------- A REA x MAN .:- POINTS TY/-Y R VA L UE AREA x SAN = POINTS --------------------------------------------------------------------------------- &ALLS---------------- Ext 1320. 0 . 9 1188. 0 / Ext Wood Frame / /. V 1320. 0 1. 70 2244. 0 Adi 321. 0 . 7 224. 7 / AN Wood Frame / /. 0 321. 0 70 224. 7 DOORS..........-------------- Ext 21. 0 6. 1 128. 1 / Ext Wood 21. 0 6. /0 128. 1 .4 dj 21. 0 2. 4 50. 4 / AdJ Wood 21. 0 2. 40 50. 4 CEILINGS------------- U4 2093. 0 . 6 1255. 8 I Under Attic 30, 0 2186. 0 60 1311. 6 Under Attic 19. 0 /80. 0 1. /V 198. 0 FLOORS------------------ Slb 207. 0 -37. 0 - 7659. 0 I Slab-on-Grade . 0 20 7. 0 -41. 20 -8528. 4 INFIL TRA TION.................................... 2092. 0 8. 0 16736. 0 Practice #2 2092, 0 8. 00 16736. 0 7-07-AL SUMMER POINTS 32, 572. 04 1 26, 4 64. 71 TO TA L x S K'S TEN COOL ING / TO TA L x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MUL r POINTS / C(1-0-11110/v RA 7-10 MUL 7' MUL T MUL T POINTS - ......................------------------------------------------------------------------------------ 32, 572. 04 . 37 12, 051. 66 / 28, 464. 71 A 00 A 070 . 319 A000 9, 715. 86 WINTER CA L CULA TIONS 8.4 SE GL,ASS....._......._......._. ORIEN AREA BWOM POINTS 1 FYPE SC ORIEN AREA x WPAI x WOF POINTS ...............................................................................................--.-........I................................................... ...... ............................................................................................................ ................................ N 32. 00 10. 6 -339. 2 DBL CL R N 16. 0 7. 3 /1 is 137. 4 OSL CL R /V 16. 0 7. 3 1. 26 14 7. 0 E 96. 00 10. 6 1017. 6 1 08L CL R E 9610 9, 2 . 89 .785. 8 s 31. 00 10. 6 328. 6 I GBL CL R S /5. 0 -28. 4 . 84 357. 8 DBL CL R S 16. 0 28. 4 76 -347. 6 16. 00 10. 6 169. 6 1 LIBL CL R w 16. 0 -9. 2 76 -. 111. 5 NW 16. 00 10. 6 169. 6 1 GBL CL R NW 16. 0 4. 6 1. 32 97, 4 Hz 16. 00 10. 6 169. 6 DBL CL R H,7 16. 0 -57. 7 1. 00 ---923. 2 ................. ......................I....................................................................................................................................................................................................................................................................................................................- 15 x CONGA. FL OOR / TO TA L GLA SS .::: A 0J. GLA SS A OJ GLA SS I GLASS A REA .4 REA FA C FOR POINTS POINTS P'OINT'S ............................................................................................................................................................................................................................................................................................................................................-. . 15 2, 092. 00 20 7. 00 1. 516 -2, 194. 20 3, 326. 28 I ----2, 144. 16 NONGLA SS--........_........................................ AREA x .::: POI1V7-S 1 7-YPE R €/4L LIE AREA x WN POINT'S ...................................... .................................................................................................................................... ..............................................-.................... .................................... WALL5..........----- ------- Ex t 1320. 0 2. 2 2904. 0 / Ext Wood Frame 1 1. 0 1320. 0 3. 70 4884. 0 .4 dj 321. 0 3. 6 1155. 6 / Adi Wood Frame / 1. 0 321. 0 3. 60 1155. 6 DOORS._.......................I..-.-................................. Ex t 21. 0 12. 3 258. 3 / Ex t Wood 21. 0 12. 30 258. 3 .Ad j 21. 0 11. 5 241. 5 / Acj Wood 21. 0 11. 50 241. 5 CEILINGS_........._..._..._..._............................. UA 2093. 0 1. 2 2511. 6 Under Attic 30. 0 2186. 0 1. 20 2623. 2 Under Attic 1910 180. 0 2. 00 360. 0 FL OORS.- ............................... Slb 207. 0 819 1842. 3 Slab on Grade . 0 207. 0 18. 80 3891. 6 DVFIL FRA TION......._......._...._.................... 2092. 0 7, 4 15480. 8 Practice #2 2092. 0 7. 40 15480. 8 .. . .........- . ..........................I .......................... TOTAL WINTER POINTS 21, 067. 82 26, 750. 84 ..............I........................... ............................................... ............I...................................................... . FO FA L x SYS TEN HEA TING / TZ?FI L x CAP x OUC F x SYS TEN x CREDI 7- .::!- HEA TING WIN PTS MUL r POINTS / COIF-11"ON RA 7-10 IYUL T MUL F MUL F POINTS ............................................................. .......................................................................................................................................................................................................................................................................................... 21, 067. 82 . 55 1 /, 587. 30 / 26, 750. 84 1. 00 1, 0 70 . 448 /. 000 121. 823. 28 ...............***''**"" ..................... ............ W4 T HE4 TING 64SE .4 S-..BUlt F NUM OF IVUL r TOTAL 1 TANK VOL DIVE EF TANKx AVLrx CREOIF TOTAL SEOWIS 1 QTIO MUL 7- ----------------------------------------------------------------------------------- 3 3803. 0 11, 409. 00 1 50 . 93 /. 000 3599. 3 /. 00 10, 798. 00 RV 64 SE IS BUIL F COOL ING ,YEA TING HOT 7- W4 TER TO F.4 L / COOLING HEA TING HOT W4 TER 7-6)F.4 L POINTS + POINTS POINTS .::: POINTS / POINTS i POINTS POINTS .::: POINTS 12051. ? 11587. 3 1 140!7. 0 35, 04 7. 96 1 9715. 9 12823. 3 /0 798. 0 33, 337. 14 EPI 95. 12 ENERG f` GUIDE For detailed information of the EPI rating number or for any ITEM 1istej, ask your Builder for EPI::: 95. 1 OCA Form 60DA....93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 /--------------------------------------t` / The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIOENTI,AL ENERGY PERFORMANCE RA TING SHEET ITE/V HOME VALUE Low Efficiency High Efficiency SINGL t,L R DBL TINT WINL OWS. . . . . . . . . . . . . . . . . . . . . Double Clear /.............X:....-_.._.-_......./ INSULA TIO/V. . . . . . . . . . . . . . . . . . R..... 10 R.....30 Ceiling R.....Value. . . . . . . . . 29. 2 /-------------------•t•:..../ R.._.0 R- 7 Wall R.... Va 1 u e. . . . . . . . . 11. 0 /--------------------X.l R.._.0 R_...19 Floor R.....Val ue. . . . . . . . . 0. 0 l.k':....------------------- AIR ..._...............-_..........._..._............_...._...._.._.......-/ .AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 1 ?. 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 6 /.._.X:....------------------/ 9. ? EER 16. 0 HEA TING S}`S TEIV. . . . . . . . . . . . . . 6. 8 HSPF 1210 Electric CGRP/HSPF. . . . . . . . 7. 6 /...X:_................./ 0. 78 ,A FUE 0. 90 Gas .A FUE. . . . . . . . . . . . 0. 00 l--------------------- WATER _-_........_........_..-_............_..._..._........_.-__._........_..WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF . . . . . . . . . . . . . 0. 93 /............X:.........../ 0. 54 0. 90 Gas EF. . . . . . . . . . . . . 0. 00 /---------------------/ 0. 40 0480 SolarEF.. . . . . . . . . . . . . . 1--------------------- OTHER .. -_.._...-_............._... _.......__._..._..._..._..._........_.-OTHER FE,A TURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Cade have been installed in this house. Bui 1 der ,Address: Signature: _ _0ate= Ci tylzip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL C,ARD93 ENERGV GUIDE For de to i 1 ed information of the EPI rating number or Or any ITEM listed, ask Your Builder for EPI.:- 95. 1 DCA Form 6O04....93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFOR04NCE RATING SHEET ITEA9 HC7M1- VAL&T Lai✓ Efficiency High Efficiency SINGL CL R DBL TINT 7 W . G(.7 I5. . . . . . . . . . . . . . . . . . . . . Double Clear /.............n................._......... / INSULA TION" . . . . . . . . . . . . R- 10 R-30 Ceiling R.... Value. . . . . . . . . 20. 2 /-------------------n/ R.....0 R- 7 wall R•• Value. . . . . . . . . 11. 0 /--------------------,t./ R.....0 R- 19 FloorR.....Va1ue. . . . . . . . . 0. 0 /XW__._.............._.-_..._._....._................................_.....-/ .AIR CONDITIONER. . . . . . . . . . . . . 117. 0 SEER 1 7. 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 6 /.-..X:....------------------/ 9. 7 EER 16. 0 HEA TING SYSTEM. . . . . . . . . . . . . . 6. 8 HS,PF 12. 0 Electric COPT HSPF. . . . . . . . 7. 6 /_..___.k'..................._......-_.............._..._.-_.._...__../ 0. 78 .4 FUE 0. 90 Gas .A FUE. . . . < . . . . . . . 0. 170 /--------------------- WA ...._..--_.....-...-_.__............._..............._..........._.._.-_.. / WA TER HEA TER. . . . . . . . . . . . . . . . 0. 88 0. 96 ElectricEF. . . . . . . . . . . . . . 0. 93 /............_..........................._.._............,k•:.........../ 0. 54 0. 90 Gas EF. . . . . . 0. 00 /---------------------/ 0. 40 0. 80 So 1 a r EF. . . . . . . . . . . . . . /--------------------- 0 THER .........._..._.............._-__.-_........_........_.._......._.._.-_..OTHER FE,A TURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Cade have been installed in this house. Dui l der ,Address. ,_,,Signature, Date; Ci t y/w i p Florida Energy Code for Building Construction ... 1993 Florida Oevar toren t of Community ,Affairs FL-EPL C.ARD93 PRE-:-3E:RVICE: DIVISION JACKSONVILLE: ELECTRIC AUTHORITY J:3 WEST DUVAL STRLET iACESONVILVE, FLORIDA 32202 s • THE FOLLOWING FINAL INSPE:CTION(S) HAVE: BEEN MAUL AND ARE' :PATI liFACTORY: -------------- I BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address CI Y 2 Sryl Z Gl¢ ti Date S _ Heated Square Footage @ $ .�•d Qper sq ft = $ 116,8 7� Garage/Shed _ @ $ per sq ft = $ 7 /8UP Carpo Porch 3 @ $ per sq ft = $ S�/ Deck @ $ per sq ft =1/0 $, Patio@ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ S Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ 53.06 + 1/2 Filing Fee $ 5� ( ( ) Fireplaces @ $15 .00 $ IISo BUILDING PERMIT FEE $ -7 / g BUILDING PERMIT $ -7y9 WATER CONNECTION $ S�D.0 SEWER CONNECTION $_ X06 WATER METER/TAP $ 16 CAPITAL IMPROVEMENT $ '3 g.0:d RADON (HRS) .0095 $ 101- 611 (2ai� RADON (CAB) .0005 $ / . 0 -5 SECTION H PAVING ( ) $ —0 — HYDRAULIC SHARES $ �a OTHER $ GRAND TOTAL DUE $ 0 � ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) G I WATER CLOSET i� WATER CLOSET, TANK OPERATED- (4)y VALVE OPERATED (8) y BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) L LAVATORY (1) Z COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) Z- WASH SINK EACH SET OF OFAUCETS (2) ITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) O BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS p� �" @ $20.00 EACH $ JOB INFORMATION / /&ff SC UAL L I� �� y`�` �r`S ?ROPERTY DESCRIPTION D f CITY OF Lot I__a-g ___BlockI__ Section M_ �ATL- ��;�R 1993 716 OCEAN BOULEVARD ""�� P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32273 subdivisions (� a Building and ZoningTELEPHONE OiOC2/9-2.195 s.ds____________. I Street Name // ' • DESCRIPTION OF WORK sr Address:__-- ----- S�U�t�R QLVd . Wes-'_ ' If in arFLOOD HAZARD •lood Zone"------X-------arem complety page 3. Brief Description Claes of Works (New/Remodel/Addition) N h W :ONING INFORMATION Type of • Construct ions1-1Pm/J ----------------- jbning Propos d eo detricisUse: lue 8__v____ am Exceptions'or Materiales,,���'� ?T"c c S _!✓ ariances Granted:_ o�✓ _____�__`_-___- Solid or ------------------------------------------ Filled Grounds __-_-Roots OWNER INFORMATION Method of Hastings /_ -F,117- Property Owners o - 1 EUlf}� � RTE - -�- ----•---------- ------------------ Phones Mailing _ LF✓--SsFl- Addreass_` 6_�oRdt --R•=A�----------------------------- /� --------------------- Zips_ 3�aa s------- CONTRACTOR INFORMATION Contriotor s�el�L�Qd_ I a:_sy_c _-��JL(_(is}rtZ-j4 • '�s end Phones_y� :`��S o 17k Mailing Addreta s_ •0 3 13,E S GA_.I1Qal�---------------------------- jcs a�[d --------------------------------------- ----- Zip' tid�_Z 5------- --�D `� ` Expiraon License Number s_ G --s-`��-�-------------------------- Date s I HEREBY CERTIFY TWAT I HAVE READ AND EXAMINED THIS APPLICATION AND XNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISNOMB OF THE LAWS AND ORDINANCES OOVERMINO THIS TYPE OF WORK WILL or COMPLIED WITH, WNETNER aPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO �`��►►}} r GIVE AUTHORITY TO VIOLATQ OR CANCEL THE PROVISIONS of ANY FEDERAL, STATE OR LOCAL RULE' 'r�• REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR TME PERFORMANCE OF CONSTRUCTION OP THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THI5 PERMIT 15 CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THC PLANS AND SUPPORTIMO 4 ���• DATA HAVE BEEN OR SHALL WE PROVIDED AS REQUIRED. Owner Signature -___..._----------------- - -----Dater------------ Az4 j p Cantrrotear Signature __-_-_--- Date { r rd..t=PiPP____AXN DEVEI.04f'19C.k' 7 XdIF'ORIfAYZON 1 TYPO 09 ®Qt7Q•S���b�iC�D'D$a L.�..v .C7 Flood zones X RecRu'irre d Lovempt FlCMV. s v�ti�t o j $ building ars looa$Qpd cpithIn ® Snood hazard zone, a purvey ■ust l be made AFTER YNR ULA® UAU DUN RED, certifying that the J LOWEST FSR ELBVATEON is equal.to ar above the be&& tlood i elavatlon est®blished for that atone. •` I No final inapection will be tarda and no co rt,is.icate oZ cwoupancy Will be Annued unt:LS Qiw gjwvey is lan YAle with the Building Department, COi��ES'l4's a � Appllc®rat Acknowledgements S a ndezrstond !brat the leauancw of this parolt is ooastAM9vnt upon the • ®bovo inforsation being correct ®nd thut the plans and xmq*artin® data have be*sa or shall be provided as rewired.' Z agree to comply with all applicable proviolonar of Ordinance Uo. 25-9-Al and all other lave or ordinances cheating the proposed develop=wnt. Date_,��3_��_....APPhlo�t•eo Bi®natusro-�G�...�..�a.:... - ------------- w•.rr_r•.-rrr-w--rr r-rrrrrrrrrrr rrrrr w-.•-..r,...------- f Department Use � r Rwquirwd Lowest Floor CA stion _--.,_, ----------- An Built Loveet Floor Elevation ---------------- sury,6 --------------- survby Filed vith Building Departmont ..--------- i ----------------------- :..�.----_r_- Binildingr Dapurt=ent IRapr tative i I 1 pagan I • ! FREE REMOVAL i SECMON A APPI.ICATtON MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING: 9. .�o ► .4 E tL,=nl 4 bZG o R t5 oR (c SF/" x,358' PmP&lY0wn"Nww 2 L-Px y 814, 1 Lves� Tolelphone LOCObn of Tme eSfe , s���wA G .o E SEC (1'0be oatpleledby*P"ftwfaMWWII ll +� Odw�q�andwl�CMNnotpn�M�ro���,p, t t.Whd d>tm M amplopoNp ftOW04MMIdift? ;arncaded , All trees tock" t ftcm tl;c trunk of each ` ! a minimum insla'ded aE�= 2.Wf1�ti3ftpwp0�0fow"P Wand"Ws? tree. Barrica" lace ducine end ;em�in in P site clearing " ALL phases of construction:` f •SPsaifY for rwn0wd as ldlowi: r r TREE COUNT SPECIES. SME(DSHXHEMMl CONDMON I< 7- [L5�___110 Gnome 4.VM#we saes be relocated on Ilte Mw IV_ Treee v I rove � er? d S.It .WN Iuploo IIM1t bM be p /Y o 10� _.. l . Date S By 6.Specify NpIwKr0M bVft a$ �,ci11 TREE COUNT SPECIES SIZE x 7.Attadi ate plan. , SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ DBH 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 h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easementd`% 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areasfor equipment and material storage { SECTION C I I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. AT 3 G , Owners Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. i I Tree Conservation Board Designee Date 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 ) I SHO ATG BOUNDARY SOKEY OF LOT 1e BLOCK `0 AS SHOWN ON MAP OF RECORDED IN PLAT BOOK, 45 PAGES 2-7,4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA D FOR: N COM,yO.t/or/EAL T — OT/ CE N . CO o : �tiQ.-.-y �rQQ MAR 311993 ° - Bdy '`'��� Building and Zoning arca- ❑ i Alp ' Z ❑ 8" �� \ a I Irk 01, G s. ❑ ; �u��ta..- �� I O O £" ^► Z9 e 8•SS'or� 6 "All trees to remz':n m'F" �R3 e minis I tree. ,I/O. Site clearing ur, ALL phases of 'free pp d g- - to-Ls � a/mt�'-- W o . 9,'-829; 7-i� -�j• f B. 2S8 48 D UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BE GS BASED ONLINE AS SfION PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD URANCE RATE MAPagol FOR ATc.4.VT/e BEA4A/ FLORIDA, DATED 4•/769. . JJJVJJ MAP SHOWING BOUNDARY SURVEY OF LOT Z8 BLOCK 4`2 AS SHOWN ON MAP OF Ydr Y/CZ A 6,4,e,0_6 V &A117- O AS RECORDED IN PLAT BOOK_PAGES 7-74 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: x. ' -44 7W 4-A Ti e4l t/.S Co TREE o = G'h¢rr)/ 7r ae- o = Bdy -1r�o-1 p = pry¢ �r•c¢ Alp' -- 14( ..� ❑ 8" .a ❑ 6 � O I t o e Z9 1Z" Oro - I n Z7 E]8., 8 °ciusfu" 55B•SS'ot�� MAR 31 1993 sEyicG,q ,B�vo. Building and Zoning ,j'rva-y' K/•o -9 r- B. ZS8 48 NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD - ___ - — . . r, /lf 1A IlA11 e-17,99 AFFIDAVIT MAR 3 .L 1993 Building and Zoning BEFORE ME THE UNDERSIGNED AUTHORITY, personally appeared J. HOWARD SHEFFIELD of NEWTON, SHEFFIELD, HURST&ALMANO ("Affiant") , who after being duly sworn did depose and say under oath that: 1. Affiant is the Closing Attorney in connection with the construction loan encumbering the property described as: Lot 28, SEVILLA GARDENS, UNIT TWO, according to plat thereof as recorded in Plat Book 45,pages 7 and 7A, of the current public records of Duval County, Florida. 2. The Notice of Commencement attached hereto as Exhibit "A" is a true and correct copy of the one sent for recording. J_ HO. RD SHEFFIELD SWORN TO AND SUBSCRIBED TO BEFORE ME THIS 16th day of March, 1993, by J. IHoward Sheffield, who is personally known to me. �} /, n �� 'Y1 ,_ _:tee-"a::•.'�r PREPARED BY: EXHIBIT •A' RETURN TO: J. Howard Sheffield, Esquire SunBank/North Florida, N.A. Newton, Sheffield, Hurst 8 Almand 200 West Forsyth Street 10192 San Jose Boulevard Jacksonville, Florida 32202 Jacksonville, Florida 32257 Permit No. NOTICE OF COMMENCEMENT State of Florida County of Duval Tax Folio No. To whom it may concern: The undersigned hereby gives notice that improvements 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. Lot 28, SEVILLA GARDENS, UNIT TWO, according to plat thereof as recorded in Plat Book 45, pages 7 and 7A, of the current public records of Duval County, Florida. Single Family Home and Related Improvements General Description of Improvements Owner information: Name: John W. Carter and Ellen D. Carter Address: 4620 Morris Road, Jacksonville, Florida 32225 Owner's interest in the site of the improvements (if other than fee simple title holder). Name of the fee simple title holder (if other than owner). Name: Address: Contractor Name: Wilson Homes, Inc. Address: 403 Tresca Road, Jacksonville, Florida 32225 Surety on any payment bond: Name: Address: Amount of Bond: Name of any Lender making a loan for the construction of the improvements: Name: SunBank/North Florida, N.A. Address: 200 West Forsyth Street, Jacksonville, Florida 32202 Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.130)(a)7, Florida Statutes: Name: SunBank/North Florida, N.A. Address: 200 West Forsyth Street, Jacksonville, Florida 32202 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)(b), Florida Statutes: Name: SunBank/North Florida, N.A. Address: 200 West Forsyth Street, Jacksonville, Florida 32202 This Notice of Commencement shall expire one year from the date of recording. JOHN W. CARTER ELLEN D. CARTER STATE OF FLORIDA COUNTY OF DUVAL APR- 5-93 MON 10: 10 A FAX NO. 9043255479 P. 02 " Y A f7 n L W C 1� W Ln T 7 2'4' 1 CJS. JS 3 - g .C9 � .BS 82 .g3 -B4 1 m .A1 FS _ — A2 F 1 �} �) wr------------- ------- ----A4 { J 1 � _A5 ' A6 3,2„ fU moo Inn0 ul V zr—LL) m of D X--1 o - �D %.x Loo Lo n T :2E 'I-,Ul�+ Lomr U)<Ln b= ov v 0 M:K — 4rn 45 ' rnq Ln0 N cwo CD w c i M Econ 9W jv-m CA C9 0000 0 19 A Ens U �� aao0ao m � mi Rill !A oF. EBBmE��: � 7C� _ ��• $�CP ��� � � µ � gI �a N 8�8 ►. 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S 4�C7 ®i.-•.stn -•O� '� _ �aSz�76�a"�� [V R:n r .j"::7 -• 1 uN7 O O`r —_� C .- •__ rC[o_= a --j c: 1 1 I I I N 0� v J age •tC�s={. a ON ¢ s ON ¢ p ^2V O- �inUl - •ice ��ulw vnm+a-wcn�+ �x mmm�a oc .s�= b Sa,IS Smt Wz SlJJW 1 7 I t f W !�{�= % u w w Q N+4�J O S .1i Uy J m N N E i S 8 8 x={ r lK1= a dao oofl00000c9 0 Ll Ll pob owZ.A Vmr =Jm yG N Q O DOD I.l ~ S' Mo a=w2 7 MU 0wEDM0 N N Lm O 1 mm0mm J WENS N v, yd axle ocnwa�m J I._ og= Wl-O -21D LO-a Ym LU W 1 1 1 1 1 3 G c�J�-• tz N C li•--��•• ¢na `r J P-'-+•�N O O O O D a� oc Cbtl "' ee = i"ai� p O0D& - zaO➢ ODCDoaz „i NsLL �=a�=� FROM CONCEPTS PHONE NO. 9042498377 Jun. 28 1995 12: 15PM Pal . �, r LA'S f'�•. r �` II it l 1 ,F�• I I I I 1 y I I•, I 1 I f j ., I , if I II I� r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address T � 0 9 SEyLt-rt 61- 00. Cj . (�-Crie-cfcvj Date IV - —4 - O 0 Heated Square Footage @ $ per sq ft = $ Garage/Shed - W @ $ per sq ft = $ Carport/Porch �\ @ $ per sq ft = $ p� Deck J� 1 @ $ per sq ft = S Patio @ $ per sq ft = S oe r/ TOTAL VALUATION : S S3 Tot;a,1 Valuation 1st $ /Q00 5 ?' ;25' va $ y� Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ U + 1112 Filing Fee S ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS) . 0050 S SECTION. H PAVING ( ) $ HYDRAULIC SHARES S CROSS CONNECTION S ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE � .Ct) ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : JUL 26 ,. /► Ot�`�e �p `GPS, O G°°a 9 ce FQ Fae gNv``p9 O °\e GN% ea °sPec�\O° J°b r1�+P C y FG F�oa```\cae° <au�xnp GO � F001\ g�°o� P�p� .11ed Gees S'�1e^'r rk+enror. O•tj°ee O a 1Vie` �a`e A'oroe(poorOV m�e?iUe Aol _••>• � '`•eme(p�nled������Nun �.3 nr ti CunQYNr(Dnnrcd), rx- Dhonr ,S � o nvl FAX 1 1primM�. 4Cd,c,e_thy 1(2A2AL!Qt} -- - -- _ 'e�cPoone o f S tp� S �p 5 �-Arnounf oi�Od S —oo - Ore - - 1(rt - --- Far.B� --- �artOn Or(.ender ntaCnp a loan(pr�Mithn„o/�mprovrnece -- _- ... ---- VLIS(Prtnted) _ —laz.�` - nrnv k Ur the Star.n/Ploride Aae �erert r•,v ft`.ncr ^"`�-- Q upon uftom ncbom n.aAar Axnmenr.,.yt,�.erv.d pmvr.�,n ny.ayrura eme Q\� rddl<ton to hlmieT Owner devirddoe the'hl o—it r"n to rmmve OcPv of!.c Lana a Nature u pfw,d,t m$chin I t 3r xn >nda%tute.(MI n V(ana'I option` �M d fb NOC 4 ON wr from the tecOOMI dig wtk*01m, 3-7-00 N1e �J A,4- 'N Qcate L ISl a M � E e( nnl�.� MY M z py„er N►m P No S^A':�.nF fl•�0 15 Adore lN. of Mc4 ed nr mrn.od' V OF ,otcno � Cnmmida Nemher •'� 6 3_ co X40 �ytr.u �o �.�pnalty commrttemExpinu_ a�1 aGDa --- 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: 19885 Address: 1989 SEVILLA BOULEVARD WEST Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 28 Block: Section:0 Square Feet: Subdivision: SEVILLA GARDENS UNIT 2 Est.Value: Parcel Number: Improv. Cost: 5,387.00 OWNER INFORMATION Date Issued: 4/14/2000 Name: JOHN CARTER Total Fees: 60.00 Address: 1989 SEVILLA BOULEVARD Amount Paid: 60.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/14/2000 Phone: (904 262-1517 Work Desc: SCREENED PORCH CONTRACTORS APPLICATION FEES TROPICAL ENCLOSURES INC. PERMIT 60.00 __ Ins ons Required FOOTING SLAB FINAL BUILDING i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 SVB3ECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I v_. ( X60.00 14 Date: 4/18/00 61 Receipt: 8850554 A NTIC BEAC BUILD DEPT. CHECKS 15 4 06100003221000 CITY OF ATLANTIC BEACH PERT APPLICATION RE' CITE-r , ADDITIONS, OR A.L�"��Q��c000' MOVING, L7,V240LITIONS City of Atlantic Bach Building and Zon�g r ;wne: AVl__�-- -- -- ?.dcress ------- 3 or =�hcne e t o;:e _.��V M`��!� � t� �-�CJI�`w�ZJf� ----- -- .s c �_s ar. -re -e :e- .=__..._ ... e New _-:[ ina -i_i_.".rac �� t�e^r ----✓_3C2?�� N24 ��=- _N\� SI.r?3MIT Ty-REE, (CCMAlERCS�'LL! TWC (F2ESZDE2JTI.1�) C"WLET OF PLANS, SETS ZNC�JIING SITE P:A''7, SURVEY, ENERGY CUDF FORKS, Ni1TIL-1 .r �'M2�'1C-E22ENi, ANI' OWNER./CONTRACTCP. AFFIDAVIT, IF OW*lER ZS e --00 ------------ Ezwur.. zz an-j s;.bscribeo fore :ne -_ __--• ELISA TEWS-NEWSOME m Exp. 3/26/2002No.CC 728173 8` InWA'Known 11 Other I r * v JOB ADDS Blvd =E WORK PROP=®WNER �r�� ��.� �, T'ELEPffGNE CGNTRAC OR -IMF-PHONE PERMIT N TWER DATE LVSREMGNS. FGoTTVG =BEAM NAff-L1G/SH.,4? �G FRAAlTIG/GDVE-2 UP LVSUL<4.T70N FEVAL BULLDLNG SRT 7C.A.?E OF GCL�I�AN� ELEC WC4L PERMIT# 12VSPEC77GNS ROUGH FINAL IWEC [1c o7L.L`1L�laJu►/-42 LIVSPECTI®NS ROUGH F12YAL PLV30LVG PERM'# _flVSPECj7oNS RGUGHXNDER SL 4B TOPOUT WATER/SEWER FLVAL NOTES: L' c $,� - o� Book 9576 Page 1623 NOTICE OF COMMENCEMENT Ptrrnit No. Tax Folio No. 5 MIN. RETURN State of Florida Pa e: 1623 et a,2 Z 9?ounty of St. J0111ts ' Flied & Recorded PHONE # a T—- - i HENRY 03/23/00K C00K 01:56:20 PM The undersigned hereby informs all oonenmcd that improvements will be made I CLERK CIRCUIT COLT to certain real proper,, and in accordance with sxtlon 7 13-13 of the Florida DUVAL COUNTY Starutes (Revised 10-1-96). the following information is stated: ! TRUST FEE� f 1.00 COPf 1.00 CERTIFY Lcgnl Dtsctiption ofProporty.__u'f �� SCJ\CJS A CDsq�,aS_v NQS 'a- RECORDING f 51. .40 General Description of Improvcrnent¢:_AV w0,3IM r�Q �syt_l OyJtu� i Owner Name(prinntted)•_N,\L -- KkkU s Trot CPNfZ_W—fSA? Address:__�q_$_lEv\ QCyQ VJ, ✓ l f�^YC �C . � �"FL 3 ��33 OU•ner's interest in Property:. P-C.JL — -- ---'---- V-- F«Simple Title holder(if\ot�her than ONvner) Name(printed): �3 Address: ----- --— --- y Contractor(printed): V,C,G �{J W ��y.)SoM� Andra,:_ a Lo t,� -Y E3vy L -3 asp Tele-phone:?91) ey-'A — _- Fax: — aLt-2 — Ci a-�-E�---------- ---- Sung (if any (printed)- moi;;? t3 fM0P Amount of bond S__5:0-0. 00 Address: So0T1kStoip Lo V3 Su t r� Ib 1 zsavc< <K, Telephone:204) 045-- 3Q0S — Person or Lender me)dng a loan for oonsuvetion of improvements Name(printed):_ N�P, Addre¢¢• ------- - Telephones_ ) Faxa—) -- --`4 Par-tong within the State of Florida designated by t\vner upon whom notices or other doouments may be served as provided by Statutes Name. Address- Telephortg_f ) -- Fax:1 In addition to himself,Owner desi.gtutm the fall—Ing person to receive a oopy of the Lenor's Notice as provided in Section 713.13(1 xb), Florida Statute-a(fill in atOwner's opto in). Namc(➢nri'ted):_ \ Qlat A-�... JJC�Lt7� ��� �``'• -------------- Ad drea `a Le _-K Tcicphoo-_ b T, 21,41- a s 1 g Fax L[ —_��Z' a L( Expvaiioo data ed the NOC is ecu year front the recording date un)cas othoswi.ae stated. Owner 34 natute 12 Owner Name(printed) - — ��oF rte LISA M. TEWS-NEWSOME (?f State STATE OF FLORIDA TARP o My Comm Exp. 3/26/2002 �^ PUaIIC � COUNTY OF ST. JOHNS No.CC 728173 The fbir9 ' II 1nstmment was aokno Wore c 1)Personally Known I 1 t)exr this A� Day oftlbtary Public by r who w personally kTNoaae of N94 typed or printed) ' known to me or�vho has produced Commiasigtt a 1 `j r 16ectt111cadon Comml¢slon•E)gt4M&:__ a� ate_ I MAP SHONG BOUNDARY SL_ZVEY OF LOT Z8 BLOCK `�" AS SHOWN ON MAP OF S'E r/CL A G,Q,QOEis/S 11,4117- 2 AS RECORDED IN PLAT BOOK4z�� PAGES 7-7A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER TIFIED FOR: .c/k/iE� D. E d �t/ pT/ IEN . CO. THEE RECEIVED 6 EVE.y6'D MAR 2 3 2000 Q = C176/"/-� �/-QrL 0 - Bd y ���� City of Atlantic Beach swiding And Zoning = p/ted ❑ = adK 7-ol fI ° jai 16t o 0 6 W p Z �pPG,l, ❑v V Z 01, ,• N v�E✓�CG.4 ,B�v.o. J,�EE �v�ji.' W'o •,� 9 3-/(0 --9j/ f• B- ZSB .¢B BEARINGS BASED ON� LINE AS SHOP NOT VAUD UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. THE PROPERTY Sh'OWN HEREON APPEARS TO LIE' WTHIN FLOOD HAZARD ZONE X _AS SCALED FROM FLOOD INSURANCE RATE MAP ODO/ FOR A 71.4.t/T/! BEA4/a FLORIDA, DATFD 4 /7 69 TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY ■ GONQ MON RESPONS/B/LE SUPERVISION AND DIRECTION, THAT 7NERE ARE NO • 1ROrN car. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (SET MTH CAP /LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY —x—FENCE THE FLORIDA BOARD OF LAND SURVEYORS PUR.DANT TO SECTION 0 IRON CAQ.(FOUND) 472.027, FLORIDA STATUTES ' ® CROSS CUT B.R.L. BUILDING RESTRICTION LINE LARPY G. EDDY, P.L.S. No. 4144 E-W'r EASEXENT ��f/ COV. COVER D AREA SCALE: /"-.30 s%'-�; '� COV. COtiE.RED AREA L,• � f CENTERUNE -' STE R,EYO TATE OF FLORIDA A/C AIR CONOITIONWG PAD (R) RADIAL DISTANCE DA T E: cavaP£Tr ORDER 7 9j-BZX V 0 1 • • �r g a � J o a r N cn vN � J i o f -� : APPROVED R O V E p CITY TY OF ATLANTIC BEACH -� 13MLOING QFFIC� PR 0 6 2000 j J l o o S Y fl Q � a I 1 SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND / OR TABLE 3.1.2 MINIMUM 3-1/2" - 'LW - SLAB ON GRADE OR FOR MAX. RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 11 1" X.1)" 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) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW =P/2 - -SOLID ROOFEXISTING SIZE BEAM AND UPRIGHTSSTRUCTURE (SEE TABLES) P = PROJECTION FROM BLDG. -- -- -- LW = LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM SCALE 1/4" = V-0" 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 INTERNALLI' 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)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 SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT HEADERS AND PANELS ON PAN HEADER (BREAK- BOTH SIDES OF BEAM FOR FORMED OR EXT.) GABLED APPLICATION #8 x 9/16" TEK SCREWS @f�jAN RIBS EACH SIDE CAULK AL EXPOSED SCREW HEADS #8 x 9/16" S.M.S. (3) PER PAN PAN OR COMPOSITE ROOF AND (1)AT PAN RISER PANEL ALTERNATE CONNECTION: #8 #8 x 9/16" S.M.S. (3) PER PAN x 1-1/4" SCREWS (3) PER PAN ALONG PAN BOTTOM INTO BEAM THROUGH BOXED END OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL SCALE: 1/4" = 1" WHEN FASTENING PANELS FOR PAN ROOFS: (3) EACH #8 OR PANS TO WOOD PLATES x 1/2" LONG S.M.S. PER 12" SCREWS SHALL HAVE A PANEL MINIMUM EMBEDMENT OF 1" - - - �- - - - - - - - - - - i ROOF PANEL (PER TABLES) FOR COMPOSITE ROOFS: #10 SECTION 7 x(t+ 1/2") S.M.S. W/ 1-1/4" 0 FENDER WASHERS @ 12" O. C. SUPPORTING BEAM (PER (LENGTH = PANEL THICKNESS TABLES) + 1") @ ROOF BEARING ELEMENT(SHOWN)AND 24" O. C. @ NON-BEARING ELEMENT(SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 1/4" = I" 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 175 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS ------ EXISTING TRUSS OR RAFTER #8 x 9/16" S. M. S SPACED @ 8" O.C. BOTH SIDES ROOF PANEL #10 x 1-1/2" S. M. S. OR WOOD WOOD SCREW (1) PER #8 x 9/16" S. M. S. SPACED RAFTER OR TRUSS TAIL @ 8" O. C. BOTH SIDES #10 X 3/4" S M. S. OR WOOD EXISTING FASCIA SCREW SPACED @ 12" O. C. ROOF PANEL TO FASCIA DETAIL SCALE: 1/4" = 1'-0" FOR MASONRY USE 1/4" x #8 x 9/16" S.M.S. SPACED 1-1/4" TAPCON ANCHOR / @ 8" O. C. BOTH SIDES OR EQUAL @ 24" O. C. FOR ROOF PANEL WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @12" O. C. Z ¢.w. EXISTING HOST STRUCTURE #8 x 9/16" S.M.S SPACED WOOD FRAME, MASONRY OR @ 8" O. C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 1/4" = 1'-0" NOTES: 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 PANS "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. 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 171 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNE17 P E SCREENED ENCLOSURES SECTION 1 Allowable Spans For Primary Scre--n Wall Members Woright, (Post/Upright Height) Aluminum Alloy 6063 T-6 Load Width=U right Spacing Hollow Sections 3'-0" 7'-0- 8'-0" 9,0" Allowable r1ei ht 2"x 2"x 0.032" 8'-4" ,.-3., 6'-6'* 51-11" 5'-6" 5'-1' 4-10" 2"x 2"x 0.036" 9'-2" 11.1 1" 7'-1" 6`-51' 51-111, 5'-7" 5'-3" 2"x 2"x 0.044" 91-11" 8 " 7'-9" 7'- 6'-6" 61-1- 5'-9" 2"x 2"x 0.055" 10-11 9*-5" 8'-5" 7-2" 6'-8" 6'-3" V-7 10'-7" 91.1o.. 9'-2" 8'-8" 2"x 3"x 0.055' 2"x 4"x 0.050" 4'-4" Load Width=U ri ht S acin Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0*' 7'-0" Allowable Hei ht"H" 2"x 4"x 0.038"x 0.100" 19'-6" !7,E 2"x 6"x 0.050-x 0.120" 2F-IC 2"X 7"x 0.055"x 0A20" 3-, - I 2P- 20 8"x 0.072"x 0.224" 32'-9" 1 3U-4 1 28'-Z) 26 9' _072 2,70,77.7— 9�-2- [2 x 9-x 0 x 0.224- J::t —1; , I I i FT7 x-9-x0.082".0.306" lu i . 1 .11 "D-u I "-, , , I Load Width= snal,Sections 3'-0" &-n 7'-0" 1 8'-0" 1 9-u Allowable Hei ht"H" 2"x 2"x 0.041 9'-11 8-11 7'-6" b-1 T-91, 8.7" 2"x 3"x 0.045" ' 2"x 4"x 0.045" 78;-T 14'-3" 13'0" 12'-1'* 11-.3" 101-8'* 2"x 6"x 0.062" 31' :1 ­ . 24'-3" 22--l" 20'6" 19'-2"2"x 7"x 0.062" 30'-4" 2T-11. Using screen panel width"W'select upright length"H" Spans are based on 120 M.P H.wind load multiply spans/heights by 0 85 for 140 M P H Above spans do not include length of knee brace Add horizontal length of knee brace to above spans for total beam spans Example: Screen panel width"W'=4'-0". Maximum"H"for a 2"x 4"x 0.038"x 0 100"Self Mating Beam= K3= 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. -AGE COPYRIGHT 1999ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET-T 41 NOT TO BE REPRODUCED IN WHOLE OR IN PART W SECTION 3 SCREEN, VINYL & GLASS ROOMS 5/16"0 GALVANIZED 'ALL ALUMINUM FRAME SCREEN THREAD' OR'THREAD ALL' WALL EMBEDDED IN CONCRETE OR ROWLOCK FASTENED TO CONCRETE j 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 ALTERNATE CONNECTION OF THROUGH 1" x 2"AND SCREENED ENCLOSURE FOR ROWLOCK INTO FIRST BRICK OR OTHER NON- COURSE OF BRICKS -_ STRUCTURAL KNEE WALL 1" 4" (NOMINAL) PATIO WIDE x 0.063" STRAP @ EACH . POST FROM POST TO CONCRETE SLAB W/6 x 6 - FOOTING W/(2)#10 x 3/4" 10 x 10 WELDED WIRE MESH S. M. S. STRAP TO POST AND OR FIBER MESH CONCRETE (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" Z-0" MIN. (1)#5 BAR CONT. BEFORE SLOPE N (1)#5 BAR CONT. 00 � a 8" 1 0" TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12" - 1'-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 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" 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 88 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 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 a I 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" (4)#10 x 1/2" S.M.S EACH SIDE 2" x 2" OR 2" x 3" OR 2" SMB POST OF POST 0 O 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 1 MIN. 3-1/2" SLAB 2500 PSI CONC. ° I a ° I 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 (� SECTION 7 SOLID ROOF PANEL PRODUCTS >f-- — -- 48 FOAM - 1.0# DENSITY E. P. S. ALUMINUM 3105 H-14 OR H-25 ALLOY PATENT#4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL SCALE: 1/4" = 1" IRTMM Structall Building Systems Inc. Snap& Lock 9)Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3"x 48"x 0.019"Panels Op en Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" T-0" X-0" 102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 29 11'2" 11'4" 11' 10" 12'8" 110 M.P.H. 20 137 13'-7" 14'-0" 14'-8" 110 M.P.H. 1 35 10'-2" 10'-4" 10'-11" 11'-9' 120 M.P.H. 23 12'-6" 12'-8" 13'-2" 13'-11- 120 M.P.H. 41 9'-4" T-7" 10'-2" 11'-2" 125 M.P.H. 26 11'-9" 11'-11" 12'-5" 13'-3" 125 M.P.H. 45 8'-11" 9'-2" 9'-10" 0'-9" 140 M.P.H. 32 10'-7" 10'-10" 11'-4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8' 1 r' 10'-0" 3"x 48"x 0.024"Panels Op en Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 1 3'-0" 102 M.P.H. 17 16.-4" 16'-6" 16'-10" 17'-5" 102 M.P.H. 29 12'-6" 12'-8" 13'2' 13' 10" 110 M.P.H. 20 15'-1 15-2' 15-?" 16-3.' 110 M.P.H. 35 111-5.1 11 7. ,2'-1„ 12'-10' I 120 M.P.H. 23 14'-1" 14'-2" 14'-7" 15'-3" 120 M.P.H. 41 101-6.1 10'-9" i, 3 '2' 1' 140 M.P.H. 32 1113-11" 12'-4" 112-�' 13'-4" 140 M.P.H. 56 19'-0" 9'-3" 9'-19 8' 1 � 10. 3"x 48"x 0.030"Panels y Oen Buildings Enclosed Buildings 1 R20 d Applied OverhangCondition Wind Applied OverhangCondition on Load NONE 1'-0" 2'-0" T-0" Region Load NONE 1'-0" 2--0" 3'-0" I P.H. 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M.P.H. 29 14'-5" 14'-7*' 4'0 15'7" P.H. 20 17'-4" 17'-6" 17'-10" 18'-4" 110 M.P.H. 35 13'-1" 13'-3" 4'-5" P.H. 23 16'-2 6-4 16-8 17-3 120 M.P.H. 41 12 1 2 2'-9 13'-6" P.H. 26 15' 15'-4" 15'-9" 16'-4" 125 M.P.H. 45 11'7- 11'9" 2'3" „'0. P.H. 32 13'9" 13'-10" 14'-3" 14'-11" 140 M.P.H. 56 10'-4" 10' Note: Total roof panel width=room width plus wall width plus overhang Lawrence E. Bennett, STRUCTALU CIVIL ENGINEER-DEVELOPMENT CONSULTANT N ■ ■TEM■ P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 350 BURBANK,OL 13)855AR,26 34677-a908 LOCAL(813)855-2627 FAX(904)767-6556 NATIONWIDE 1-800-969-3706 SEAL FAX 813)854-2802 PAGE © COPYRIGHT 1999 194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET' P E 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 140 MPH 102 MPH 110 MPH 120 MPH 125 MPH A lied Load 2#IS Ft. 17#IS .Ft. 20#IS .Ft. 23#IS .Ft. 26#IS .Ft. 3 . Load Width 3' x 2"x 0.050' 8'-8' T-1 1' T-4" 6 8'-7116' 10" 7 7'-11" 7�_4„ 6 10" 8 7,_5,. 91 T-0.. 5 10" 5'-5" 12' Load Width 3' x 2"x 0.070' 8,8„ 8'_2., T-4" 9�-4' 5' 10, 1„ T-11" T-6" 6'-9 9.3, g_g° 6,-3,. 6' 7 11 7'-4" 6'-11.. 7 8'-7-l1 6'-6" 5' 10,. 7,_4„ 6'_11' 8 7, 11„ 6 6 6 1 5,_6,. 7,_6„ 6'-11' 5-9" 5.3.. 10' T-2" 11' 6' 10" 6' 3 5'3„ S,_7.. 12' 6_6" 6.0.. Load Width 2"x 3' x 0.050" 9'7" 8'_11" 5' 11'_1„ 10'-3'10 8 9 8,2„ 7._5„ _4'-2" g' " 6'-10„ 6' 8'-B" T-7" 7 g1_5' 7 7 7' 1., 6. 5,. 9 8'-3" T-8" 6'-9" 6'-4" 5.9.. 10' T-10" T-3„ 6 5 6'_2 6-10 12' T-2" 6._7., " 5' .. Load Width 2"x 4"x 0.050" 10'-0" 13'-9, 12.8„ 10'-2" 9'_2„ 5 11,_7„ 10,9„ 11'_7, 10,_81 8'9.. T-11,. 7 10'-101. 10,_0., 9'-4" g_3" T-6"8' 9,_5,. 81-101, 9,9,. 8' 1 1' 10' g_6" T-11.. 11' 9._3,. 7 12' Note: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P wind load requirements to the above upright sizes increases the strength so that additional framing is not requiredlied load. Tables assume extrusion oriented with longer extrusion dimension parallel to app 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 IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P 90 NOT TO BE REPRODUCED SCREEN, VINYL & GLASS ROOMS SECTION 3 • Allowable Spans For CARRIER Beams in a Solid Roo', ENCALO�SED Structures inum A Alloy 6063 T-s, Fb=15,000 psi 102 MPH Wind Zone,Applied Load=29 Ibslsgft Tributa Load Width Single Self-Mating Beams 6'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0' 24'-0" 26'-0" 28'-0" Allowable S an"L" 4'-6" 2"x 4"x 0.044"x 0.100" 9'-8" 8'-5" T-6" 6'-10" 6'-4" 5'-11" 5'-7" 6'-4" 6'-1" T-2" 4' 0 2"x 6"x 0.050"x 0.120" 14'_4., 12,_5„ g._4,. 8,_9„ 8'_3" T-10" 7'-6" T-2" 6' 10" 6.7.. 2"x 7"x 0.062"x 0.120" 16'_4,. 14,_2" 12,_8'. 11'-7" 10._9" 10'_0" 9'-5" 8'-11" 8'-7" 8'-2' 7'-10" T 7" 2"x 8"x 0.072"x 0.224" 20'_11^ 18'_7, 16'_3'. 14'-10" 13'_9" 17.10" 12'_1.' 11,_6„ 10-11" 19'-11' 17'_9" 16_3" 15'-0" 14'_1" 13,_3" 12'-7" 11,_11" 21'-8" 19'-6" 17'-9' 16'-5" Tributa Load Width '-0" 30'-0' 32'-0" 34'-0" Double Self-Mating Beams 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28 Allowable S an"L" 12,_10„ 12'-6" 2"x 8"x 0.072"x 0.224" 20•_11" 19'_5„ 18 2" 17._7' 16'-3" 15,_6" 14'_10'. 14'-3" 13'_9" 13' 3" 2"x 9"x 0.072"x 0.224" 22'-11" 21' ) 19'-11" 18'-9" 17'_9" 16'-11" 16'-3" 15.7„ 15.0 14 6' 14'-1' 13_8" 2"x 9"x 0.082"x 0.306" 25.1" 23'_7. 21'_8„ 20'-6" 19'-6" 18'_6" Double Self-Mating Beams with Tributa Load Width 2 x 4 SMB added to Beams Top/Bottom 20'-0" 22'-0" 24'-0" 26'-0" 28'-0"Allowable S Zan,•L.34'-0" 38'-0" 40'-0" 42' er endicular to webs 2"x 8"x 0.072"x 0.224" 18'_8" 17'-10" 17'_1" 16.5„ 15'_10„ 15.3„ 14'_9" 14'_4" 13'_11 13'_7" 13'_3,. 12•_11 2"x 9"x 0.082"x 0.306" 20'_3„ 19.4„ 18.6„ 17.9„ 17'_1„ 16,_6" 16'_0' 15'_6" 15,_1„ 14'_8" 14'-4" 13.11„ 2"x 9"x 0.082"x 0.306" 21_9„ 20.9„ 19.10„ 19'_1" 18,_4„ 17,_9„ 17.2„ 16'_8„ 16'_2„ 15'_9" 15.4„ 14'_11„ Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(29 Ibslsgft),tvert tabular value to higher o con (more severe)wind zones,multiply by the factors in the following Conversion Table: RZoneMkorversion ctor .000.91 0.84 0.80.72 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 199991 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 RIDGE CAP #8 x 1/2" (3)PER PANEL #8 x 1/2"@ 24" O. C. OF UJ 10 Q XOw _ fm � N i X X X N X N BEAM SUPPORT STUDS (TYRECEIVING CHANNEL(6)#8 x 1/2" S. M. S.TO STUD AND (8) _ _ — #8 x 1/2" S. M. S.TO BEAM ooOF - 3,?, w g P PNEL X o w � m i O o 60" MAX 0 0 2" x 6" S. M. B. HEADER O O ALTERNATIVE BEAM SUPPORT x (V O O GLASS ROOM FRAMING DETAIL 2 SCALE: 1/4" = 1" ARE THE STRUCTURAL ADDITIONS AS SHOWN RUCTURE. THEIN THIS EPIER SUPPORTRING ESYSTEM FIOR GNETDHEO AL BE RENCED BY THE DMV RULE 15C-2.0072 AND TE MANUFACTURED HOUSING CONS MARRIED TO A MANUFACTURED HOME S MANUFACTURED HOME UNIT CONSTRUCTION AND SAFETY STANDARDS ACT 3280..306H S•ADEQUATE ED TO THE MANUFACTURED ME TO SUPPORT THE ADDITIONAL STRUCTURAL LOADA�SPANIS SHOWN ARE CALCULATED ON THE STRUCTURE BY THE STRUCTURE ADDITION. 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(904)767-4774 FAX(904)767-6556 SEAL PAGE @ COPYRIGHT 1999 IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P. 84 NOT TO BE REPRODUCED