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Permit 841 Begonia Street CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 - INSPECTION EMAIL REQUEST: B ttildi n{g,-d ept(&coab.tis Application Number . . . . . 07-00001181 Date 8/30/07 Property Address . . . . . . 831 BEGONIA ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6085 ---------------------------------------------------------------------------- Application desc INSTALL SCREEN ROOM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WIGHT TROPICAL ENCLOSURES INC. 831 BEGONIA STREET 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2298 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65.00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6085 Expiration Date . . 2/26/08 ------------------------------------------------------ Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- ' 06 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US -------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 .00 -- - ^ . 00 Plan Check Total 32 . 50 32 .50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMTT IS APPROVED ONLY IN ACCORDANCE Vafll ALL CffY OF A'TLANT'IC BEACH ORDINANCES AND THE FLORIDA K ILDING CODES. CITY OF ATLANTIC BEACH { FPERMITBUILDING/ZONING DEPARTMENT ATION# -,. SW Seminole Road Atlantic Beach,Florida 32233(� )247-58001 C/ t (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM N PLANNING Property Address: Z Y N BUILDING (i h = Y N PUBLIC WORKS Applicant: w' ti t i U�� Y N PUBLIC U77LtTiES Project: � ? t �� tC..� Y N PUBLIC SAFEfY APPROVAL 0) REQUIRED AGENCY: RECEIVED BY: INITIAL: DA'T'E: w Y N D.E.P HUFSTETLER WU wY N S.J.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: DA-M- 0 A :❑ ❑ IST REV ❑ T124 j a PIANNI BUILDING ❑ ❑ 1 2ND REV 113 T-0 PUBLIC WORKS PUBLIC UTIUTIES FIRE DEPT. ❑ ❑ 3RD REV ❑ [3PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH PERMITBUILDING /ZONING DEPARTMENT FAPPLICATION #800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 Q J (904)247-5845 Fax www.coab.us 4� a � APPLICATION TRACKING FORM (w�l oil) REQUIRED DEPT: fY N PLANNING Property Address: �' �� Q-rra� &7— z Y N NG Y N LIC ORK Applicant: ,VD©�0/2 �`� (► lQ1FZc P S 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: ��E71 bG Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: UJ 0 LU Y N D.E.P HUFSTETLER w Y S.J.R.W.M.D. CARPER Y ARMY CORPS of ENG CARPER Y HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: TE: E1ST REV—0-7 " PLANNING BUILDING 2ND REV TO BLIC WO S PUBLIC UTILITIES FIRE DEPT. ❑ 3RD REV PUBLIC SAFETY 0 T[:] I I I i Return this form to the Building Department once you have entered your comments into the AS400. Public Works Plan Review Comments Date: Initials: v Project Name/Address: 8� t SE6U1 M S� Application/Permit#: 0-7 - 1181 4Cheek hoz �1,pplication TT.aeking=Comments . o ,dd o �IIt Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required: A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. BUILDING PERMIT APPLICATION S r - CITY OF ATLANTIC BEACH J j1 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 ob Address: 1 X!6400m S—, . Permit Number: .egal Description &r 2- �li� /Z�`ac�'T,'f�/L? ' i!0- Valuation of Work(Replacement Cost)$ F-5-Uca • Class of Work(Circle one): New dditi Alteration Repair • Use of existing/proposed structure(s)( irc a one): Commercial idential ■ If an existing structure, is a fire spr>illrler system installed?(Circle one): Yes o 1� • Is approval of homeowner's association or other private entity required?(Circle one): Yes )escribe in detail the type of work to be performed: Yroperty Owner Information tame:0.I>F -0 Cize N W I Q 4-r Address: $31 RC64a j i 4 S'r' 'ity � 1 Statdf;4 Zip 3ZZ3-Phone 352- Zi Z.-- Z.VO'j .ontractor Information: dame of Company:T tQet At- C;jc4.,&sL ra e& ---+3e-Qualifying Agent: kILN/t hl W. ddress: 7,c>-7z— t a�t Pa*%r City 4ruA0txG State ra- Zip i ffce Phone 2 44 -Z?.<' Job Site/Contact Number tate Certification/Registration# l',�l�5f��353Office Fax# rchitect Name&Phone# ngineer's Name&Phone# plication is hereby made[o obtain a permit to do the work and installations as indicated. 1 cert that no work or installation has commenced prior to the 2 '0 'permi ancft and that al!work will be performed to meet the standards ofa!!laws if wrkuotcommncedwithin six(bmonths,or if constuctioorworssuspemenced. I understand that separate per►nits must be secured for Electrical Work,Plumbing,Sigrrs,We!!s,Pools,Furnaces,Boilers,Healers,Tanks and Air mdWeners,etc VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY ESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. IF YOU ,UEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY EFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ereby certify that have read and examined this application and know the same lobe true and correct All provtsrn+rs cf lams u+rcl ordtnunct�,>ov�r rr3ag toss n >r+,r•lc.�illl,crnuti+lacrd,vlth;aheiher:rt:•,•-i;teriltereint�!t2:�t �'`:c>;+rartr:y:�f_�;_. ,. , �� _ .-..E �+_,ti:•,. -v..__ .., ..� ::_.� :�.:.,.,..�..., �...,_ - ;nature of Property Owner: Signature of Contractor: torn t .and subscribe before m�e- Sworn t and subscribe efore me s Day of ��wLI,S% this�Day of l�ll.S� ROY RWMW .r�`',�`•�P`.',°vo HOY AOt�t11pLD # * MY COtgi,SS(p(q 1810 * * MY t OD 611610 c2 EXPIRES:May 272410 rtary Public: E) I E': .2Z 10 Notary Public: + ''Wo ,dP BoMedTMneudyetllolaryswim Mo�ysr ?�cm,�teal�^'.rclaaia�rea 7,r�, 2072 Mayport Rd. Atlantic Bch., FL 32233 3D VIEW Cage Master 2000 CopyRigM 1991-1999 Wilson Soft*"Corp.Englewood,Florida 0s-96-2007 Customer : WIGHT n- 3/ txq 9r �� �X2 1� 11 MAP SHO WING SURVEY OF.- LOT 2 AND THE NORPJV 10 .FE1 r OF LOT 3, BLOCK 145, SECTION "H* ATLANTIC BEACH, AS RECORDED IN PLAT BOOK !8, PAGE 34. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OFFICIAL RECORDS BOOK 10404, PAGE 955 ity of Atlantic Beach co to Manning and Zoning Department b I mss.% pwt ti�eriffes yopmpSance with appllcabie W BLOCK 146 zonin�ubdiv{slon and other iocai land Bevel nt regulations, but does not constitute 4 I aPPro the issuance of permits. Compliance 11�f�Budding Gude and all other applicable LOT 1 ,a LUT 2 L car, and Federal permitting requirements must bm rifled b slg ture of the City of Atlantic I Beach--$ b nce of a 00 O Gt.lh�L, pate—L?g- 2/- D 7 pme pL13 [60.00' I p' �- 60l v — X .10 0.1' .( 7,e (50.00) J0.00' [40.00') 4 �• 6' HOOD `r 90'18` FENCE 11,10 I y 9(0.2610" (89*420 89033 �s C4IMi "2.3 4s'DECK CONCRETE OVER LINE (}AfE ' IIALXI/A ►�7 P.�4T1Q......................... q I 2.8 y: 0. 12.4 20.8' f2.0 12.2'k �. 2 v CONCRETE I to C5 4 0 A/C PaD R. R <t LOT 1 7.8 0$ g I ti co rz w to ONE STORY FRAME a Cq i C4 I V oO 14 RESIDENCE #831 7.8' r~� S � o ti FRAME o 0 ~ o oW COVERED SHED I o ( BLOCK 145 BLOC 137 A� eo r. 0, EN 35,5 12.2• Q ( y �p r y i FENCE X i $4 TO LINE Xtb r9y� Q er ►i 90'1 ') Lj (89-42 ) " 0 : ':.. N +, w -90-21'4d" ti ►�.,w ti w ►�„w E., 89'39 50 v� tit.. N �� • I o Q o o �p (90'18 ).. , ILI (89'42 )90 20 f0 ,o 89 38 16� (7o:°os.) 50.00' [40:00'1 HAE — 11 O. � -— 0 18 .00o E60.DOIN 0UL. UTILTY —MAILBOX POLE ' J19.7s APPRO:CIMATE EDGE OF PAVEMENT PHONE RISER BEGONIA STREET (POSTED) 50' PUBLIC RIGHT-OF-WAY LEGEND. O DENOTES FOUND 1/2" IRON PIPE (NO CAP) NOTE$: •••_. . arOT u. vrtrnllud'T1 i1111. t `- :�h.N: . CITY OF ATLANTIC BkACH PERMIT BUILDING /ZONING DEPARTMENT APPLICATION # =� 800 Seminole Road Atlantic Beach,Florida 32233 J l r l J r (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE UIRED DEPT: MY PLANNING Property Address: BUILDING �M01 V r Ili U/�Ul.l PUBLIC WORKS Applicant: PUBLIC UTILITIES - ,(� �2ai LTI f�,(JV 1I lFIRE DEPT. Pro'ect: ( PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w v Y N D.E.P HUFSTETLER 0 Y S.J.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDIE DA AP INITI T : 1 ST REV " PLANNING BUILDING,.-" ❑ 0 1 2ND REV 10TO PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. 3RD REV PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. y r BUILDING PERMIT APPLICATION ' CITY OF ATLANTIC BEACH �1,19r 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 ob Address: 60O)A Permit Number: �egal Description�LZ � �/ ,�/D e�G ( �� J�/�'�-rp� Valuation of Work (Replacement Cost) $ 6D Class of Work(Circle one): NewaAdditi Alteration Repair Use of existing/proposed structure(s) ( e a one)l: Commercial idential ® If an existing structure, is a fire sprinkler system mstalled? (Circle one): Yes o Is approval of homeowner's association or other private entity required? (Circle one): Yes 1L V V )escribe in detail the type of work to be performed: 'ronerty Owner Information tame: -Mp9C ? €At P W I Q4-V" Address: 831 'ity A-tAr-Wtc_' R:C cc1 Statel::L Zip 3Z'Z3�_Phone 35Z - '7 'ontractor Information: fame of Company:111�CN>iCAL- �*JC�Sura_ S -' tee=Qual.itying Agent: k!LV1 s J W. 4E VV So>v-C. ddress: Zn7z rrira,4Aar _ City4T'Loqeam_ 6State V4 Zip 223� iffice Phone Z 4I ZZ.Q-C _Job Site/Contact Number_ __ tate Certification/Registration# ,r�C'1 ,.3s� Office Fax# 2t}�q'Z�fr) rchitect Naive &Phone # ngineer's Naive & Phone#_ plicatlon is'hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has corninenced prior to the uance of a permit and that all tivork will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and Id if tivork is not comrrzeneed within six(6)months, or if construction or^tva!c is suspended or abandoned for a period of six(6)months at any time after work is mmenced I understand that separate permits must be secured for Electrieal Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,Tanks mulAir mrlitioners,etc. YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY ESULT IN YOUR PAYING TWICE FOR .IMPROVEMENTS TO YOUR PROPERTY. IF YOU JTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY EFORE RECORDING YOUR NOTICE OF COMMENCEMENT. erebyy certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe tivo,kc vilt be corrrplied with whether•specified herein or not. The granting ofa permit does notpresuine to give authority to violate or cancel the provisions of any ier federal, state, or local law regulating construction or the performance of construction. ;nature of Property Owner:">C — — Signature of Contractor: turn t and subscribebefore n� Sworn t and subscribed efore me s Day of this Day of zl /jru ARY p 6 ROY ROCKHOLD ? •'"'' ROY ROCKHOLp * MY COMMISSION#DD 511610 * * MY COMMISSION#DD 511610 Maty Public: _ — EXPIRES:May27.2010 Notary Public: - 9 0, EXPIRES:May 27,2010 'rEop F oe- Bonded Thru Budget Notary Services Notqry Ser ift NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is sWed to this NOTICE OF CONMENCENIENT. Legal Description of roperty being improved: Address of property being improved:- General mproved:General description of improvements:_—L—ore ,Cw t-.i Y V a e=, Owner's interest in site of the improvement: AL — -- — Fee Simple Titleholderif other than owner): Name: W ^ Contractor: }C' 1 " yy wtw co+^Yn is Address: 267'4- A-rt. Qk—J-TW, EIrm !C„ 3ZZ33 _ Telephone No.: ZU) ZZ-Z,1q e Fax No: 'Z 14`Z --9' —U l i" X (if any) O,�Lfrsrl�J i 'G�aN _ Address: 4 Ci GoVyWS14O:- Amount of Bond$ 'Sr.5� — Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements (� Name: tj, A Address: L!�! Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Nij-A Address: q -A Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)bt Florida Statues. (Fill� ption) Name: Kit t1 ;j. z Address: 4.072. yV'1,4 j fXXXr -JZ42� AyL A`eJt1C- EM-'Ac 31 L 3 Z� Telephone No: Fax No:_ 214-7-q M441 Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc tl 2007268501,OR BK 14145 paW 2442, igned: � Date: l/ 2W7 Number pages:1 efore me isday i in the County of Duval,State Filed&Recorded OWW"7 at 12:11 PM, f Florida,has personally appeared %�_____� JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY otary Public at Large,State of Florid,Gann of w RECORDING$10.00 ly commission expires: �':'i': r :rsonally Known: * * or ,oduced-Identifica3ion: I I TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAD ATTACH EXTERNALLY NTH(4) I PUF L T ATTACH EXTERNALLY WITH(4) #10 x 314'SCREWS THRU SLOPED OR FLAT� N10 x L4'SCREWS THRU ATTACH INTERNALLYN9TH(Z) ATTACH INTERNALLY 1 x 2 x 0.050 CLIP 010 x 7 SCREWS INTO 2 x 2 x 0.125 ANGLE FROM POST OR NOTCH PURLIN FOR INTERNAL GROOVES. THRU 2 x 2 INTO O POST AND 2 x 2 SCREW GROOVES 0 ... i ATTACH INTO 2x2 CHAIR RAIL POST PURLIN 2x2AT24'O.C. POST----- TYPICAL OST _ i TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WA SELF-MATING BEAM SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER WITH#12 SCREWS INTO BOTH WITH int SCREWS INTO MEMBERS. GIRDER. ATTACH NOTCH BEAM WGIRDERSHALL O ATTACH TO STUD FRAW INTERNALLY FOR POST O WITH IM DIAMETER x' FROM BEAM: O O LAG SCREWS(PRU R O 0 ATTACH TO MASONRY, ATTACH INTO 0 0 CONCRETE WITH 114' 0 0 TAPCONS WITH A MIN 2 x 2 AT 24 D.C. OPTIONAL 2 x 2 x0.125 SEAT ANGLE. EMBEDMENT OF 3'. O O Q DISTRIBUTE MINIMUM NUMBER OF SEE TABLE FOR 0 O O HOST STRUCTURE MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND OF SCREWS. 0 BEAM SIDES. BEAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER FLUSH NTH 2 x 2INSTEAD OF TRIBUTARY TRIMMING TO FIT AROUND x 2. BEAM POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 #10 #12 TYPICAL WIND BRACE.DETAIL AT ROOF FRAMING 2 X 3. 2 x3 6 4 4 SELF MATIN " BEAM 2x4 2x3 8 6 4 2x6 20 10 8 6 2 x 6 2x4 10 8 1 6 ' 2 x 2 WIND BRACE 20 2x4. 14 12 10 2 x 8 2 x 5 16 14 12 $ z x 2 cDNrwuous 2x.9 2x6 18 16 14 WALLTDP j - - ATTACH WITH A 2 x 10 2x`8 22 20 18 SKEWED 0.125 THICK ATTACH WRHA ANGLE CLP WITH I MINIMUM SPACING AND EDGE. DISTANCES oRWWTH.GL CLIP MEMBER BOTH SIDES-ORWTTH(2)N10 #8 #10 #12 SCREWS THROUGH SCREWS THROUGH BRACE AND INTO i MINIMUM SPACING 5/8" 3/4" 1" 1 2x2WALL TOP. BRACE BE A�O POST ROOF MIN.EDGE DISTANCE 5/16" 3/8 1/2" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE 2x2x0.125 ANGLE EACH SIDE CONTINUOUS SLAB ON GRADE SLAB EN GRADE Wl FOOTING POST STRIP FOOTING THICKENED EDGE OF POST WITH(2)010x3/4' 6x6-WlAxWlA WWF SCREWS INTO POST AND(1) 1/4'TAPOON INTO CONCRETE WITH 7 MINIMUM EMBEDMENT. T 1x2 BASE SCREEN CHANNEL I ---�--- �� ��-- -- CONTIN000S WITH 1/4' eoL to TAPCONS AT 24.O.C. H AND WITHIN 5 OF POST INSTALL ADDITIONAL ANGLES b 0 0 FOR EACH 7 INCREASE IN fflo, (1)N5 CONTINUOUS 8' re a 7 MIN. POST DEPTH. EDGE O O OFFSET NOTES: 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3'. 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIREFABRIC SHALL BE A185. 3.FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. p- 4.SLAB'ON GRADE WITHOUT FOOTING MAY USED FOR ROOF AREAS LESS THAN 350 SO.FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 76 SO.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFI( NOTES: 5.MINIMUM SLAB THICKNESS SHALL BE 3-1M ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDRECOMMENDED FROM 7. PILE TYPE FOOTING SHALL HAVE 318'DIAMETER THREADED RODS 1'-0'LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. `'TYPI AL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PUN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW ROOF PLAN BEAM VIEW E33 ; ; 3 2 x 2 BRACEk0LIN (TYPICAL) ; END WALL ELEVATION END WALL END WALL CHAIR RAL ELEVATION END WALL ELEVATION POST 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATION END WALL (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS, ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS EAVE RAL EA4E RAL XV2MTH 0 0 \\ 5 x 4 x 0.125 PLATE WITH(6)N10 SCREWS EE TRIANGULAR 0.125 PLATE OO 0\ INTO POST AND(4)0 SCREWS INTO 510 SCREWS AS SHOWN BRACE O0 \ O2 x 2 x 0.044 BRACE 132'DIAMETER STAINLESS STEEL CABLE 0 \\ 00 5 x 12 x 0.125 PLATE \0 O POST WITH(8)#10 SCREWS INTO POST AND(4)#NO \\0 00 POST 1'x 12'x 0.125 PLATE SCREWS INTO BRACE \ \ WITH(2)1/4'DIAMETER TAPCONS CHAIR RAIL O O 00 - -- 0 4 x 4 x 0.125 PLATE WITH(6)M10 SCREWS .'� 0 INTO POST AND(4)#10 SCREWS INTO 0 POST BRACE AND(2)#10 SCREWS INTO BASE 0 0 f O,i 00 0000 LN1 2 x 2 x 0.044 BRACE 000 0 (2)1!4'TAPCONS AT BASE OF FRAME POST 001 BASE RAL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT SELF-MATING BEAM REQUIRED FOR TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SLOPED OR FLAT THE TABULATED SPANS. 2 x 2 x 0.125 ANGLE 0 O O O 0 Q O O O Z. SECTION VIEW O O O /0-0,7 PURLIN BEYOND (4)N10 x 2'SCREWS 00 INTO INTERNAL --- ST GROOVES OF � g PURLIN 112 OF SELF-MATING BEAM RECEIVING CHANNEL / MAY BE SUBSTITUTED PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-CHANNEL TRIM OUTSTANDING IKNEE BRACE LEG TO FIT BEAM �/ O I SEE TABLE FOR 112 OF SELF-MATING BEAM WIDTH I O O SIZE AND 10 CONNECTORS 1 KNEE BRACE LENGTH PUN VIEW MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION Q TO 7-0' 2 x 2 x 0.044 2'H-CHANNEL WITH 3 M10 EACH S8>E 12 OF SELF-MATING BEAM TO 3'-D- 2 x 3 x 0.050 7 H-CHANNEL WITH 3 010 EACH SIDE TO f-6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH NTH(4)N10 EACH SIDE PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 12 THE NOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAMIGIRDER. KNEE BRACE LENGTH IS ALLOWED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" EXPOSURE CATEGORY B C B' C B C B C B C SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 16'-5" 13'-7` 14'-8" 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-7- 2 x 5 x 0.050 x 0.100 '-7`2x5x0.050x0.100 19'-4" 16'-0" 17'-3" 14'-4" 1 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'-4 2x6x0.050x0.120 23'-2" 19'-2' 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'4" 21'-4" 17'-8' 19'-9" 16-4" 18'-6" 15'-4" 2 x 8 x 0.072 x 0.224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6" 2 x 9 x 0.072 x 0.224 39'-9" 32-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-1" 23'-3" 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2 x 10 x 0.092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9" SNAP EXTRUSIONS 2 x 2 x 0,044 x 0.044 9'-5" 8'-4" 8'-9" T-9" 8'-3" 7'-3" 7'-10" 6'-9" T-6" 6'-3" 2x3x0,045x0.045 13'-0" 11'-6' 12' 1" 10'-4" 11'-4" 9'-5` 10'-7" 8'-9" 9'-10" 8'-2' ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9-6" 10'-3" 8'-9" 9'-7" 8'-2" 2 x 5 x 0.050 x 0.100 16'-0" 13'-8" 14'•4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" 2 x 7 x 0.055 x 0.120 21'-8 18'-6" 19'-4" 16'-6" 1 17'-8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 2 x 9 x 0,072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 27-11" 24'-11" 21'-3" 23'-3" 19-10" 2 x 9 x 0.082 x 0.310 37'-5" 31'-10" 33'-5` 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 27-6" 2 x 10 x 0.092 x 0.369 43'-6 37'-1" 38'-11" 33'-2" 35'-6" 30'-3" 32'-11` 28'-0" 30'-9" 26'-3" SNAP EXTRUSIONS 2x2X0.044x0.044 8'-4" T-6" 7'-9" 6'-9" 7'-3" 6'-2` 6'-9" 5'-9" 6'-3" 5'-4- 2 x 3 x 0.045 x 0.045 '-4"2x3x0.045x0.045 11'-6" 9'-10" 10'-4" 8'-10" 9-5" 8'-1" 8'-9 r-5' 8'-7 T-0' NOTE:ALUMINUM SEAM ALLOY SWILL BE 500T6.PURLINS,ANGLES AND CHANNELS ALLOY SHALL SE 6063-TS.MIN BENDING STRESS■15,000 P.S.I.MIN THOUNESS"OjM INCHES. ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE i STRAP 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG HOST STRUCTURE LOCATION $CHEMATIC PLAN SCREWS AT 17 O.C.AND 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 80TH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUFTER O BEAM SPACING WITH(2)#10 SCREWS AT STRAP SPACING SHALL EACH END ATTACHED O SUPER BE 1/2 THE BEAM SPACING INTERNALLY FROM O GUTTER BEAM, O RECEIVING CHANNEL WITH(6) PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH 110 SCREWS EXTERNAL. STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 2x2x0.125 ANGLE EACH SIDE SLOPED OR FLAT OF POST WITH(2)#10 x 314' SCREWS INTO POST AND(1) 114'TAPCON INTO CONCRETE WITH 7 MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL ATTACH NOTCH BEAM CONTINUOUS WITH 1/4' INTERNALLY FOR POST ANDTAPWITHINONS 24'O.C. INSTALL ADDITIONAL ANGLES FROM BEAM. AND WITHIN 6'OF POST O O FOR EACH 7 INCREASE IN O� POST DEPTH. O 00 O BRICK STEM WALL NNTYPE S OR N ATTACH INTO MORTAR, 1'NIDE 16 GAUGE STRAP 2 x 2 AT 24'O.C. O ' REQUIRED AT EACH POST.ATTACH 00 0 OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST NTH(2)#10 SCREWS AND SEE TABLE FOR O O O DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH IN TAPCON WITH MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 7 MINIMUM EMBEDMENT. OF SCREWS. O BEAM SIDES.BEAM MAY BE TRIMMED STRIP FOOTING OR FLUSH WITH 2 x 2INSTEAD OF SLAB W/THICI�NED EDGE TRIMMING TO FTI AROUND 2 x 2 PER TYPICAL DETAILS POST MINIMUM POST SIZE AND#OF SCREWS 6 BEAM SIZE POST SIZE #8 #10 #12 2x3 2x3 6 4 4 8 • 2 x 4 20 3 8 6 4 ' NOTES: 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 2 X 6 2 x 3 10 8 6 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM TYPICAL RISE OTHER MATERIALS TO PREVENT CORROSION. 2 X 6 2 X 4 10 8 6 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT. 20 7 2 x 4 14 12 10 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. 2 x 8 2 x 5 16 14 12 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2 x 9 2 x 6 to 18 16 14 POST 2x2xO.125 ANGLE EACH SIDE OF POST WITH(2)010 x 314' 2 x 10 2 x 8 22 24 18 SCREWS INTO POST AND(1) 114'TAPCON INTO CONCRETE MINIMUM SPACING AND EDGE DISTANCES 1x2 BASE SCREEN CHANNEL WITH T MINIMUM EMBEDMENT. CONTINUOUS WITH 1/4' #8 #10 #12 �+ TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES " " " $ AND WITHIN 6'OF POST FOR EACH 2'INCREASE IN MINIMUM SPACING 5l8 314 1 0 o POST DEPTH. MIN,EDGE DISTANCE 5116" 3/8" 112" 00 BLOCK STEM WALL WI(1)05 CONT.HORIZ AT TOP OF WALL RECEIVING CHA AND 06 AT WALL ENDS/CORNERS THRU-BOLTED T • AND V4r O.C.REINFORCED CELLS AND BEAM CON AND BOND BEAM SHALL BE GROUTED SOLID. STRIP FOOTING OR 2x2 POST(: SLAB W/THICKENED EDGE AT EACH S' PER TYPICAL DETAILS ALONG SUI FOR ALL 0' SIZE AS A F SPAN AND/ 1/4'DIAMET 4'INTO HOP EACH POST NOTES: ATTACH WIT: 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 17 ON CENT 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REOUIREDIiECOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. RECEP 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITNt INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. VON 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. AND E EALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H. TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0 SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" T-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1' 4'-1( 2 x 5 x 0.060 x 0.100 12-9" 10'-10" 9'-6' 8'-7' T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8 2 x 6 x 0.050 x 0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 8'-4" T-10" 7'-6" T-2" 6'-1i 2 x 7 x 0.055 x 0.120 1T-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" T-9 2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2' 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4' 10'-1 2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 1T-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3' 11'-! 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 1T-3" 16'-2" 15'-4" 14'-7" 13'-11" 13' 2 x 10 x 0,092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5' 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 18'-2" 15'-1 DOUBLE SELF-MATING BEAMS 2x7x0.055x0.120 22-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11' 11'-5" 10'-1 2 x 8 x 0.072 x 0.224 29-5" 26-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 1T-8" 16'-10" 16'-1" 15'-8 2x9x0.072x0.224 32'-3" 28'-10" 26'-6' 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8 2 x 9 x 0.082 x 0.310 35'-1" 31'-5' 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11 2 x 10 x 0.092 x 0.369 40'-3" 36'-0" 33'-1" 30'-11" 29'-3" 27'-11" 1 26'-8" 1 25'-3" 24'-0" 22'-11" 22'-0' NOTE:ALUMINUM BEAM ALLOY SHALL BE&*3•TS WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024" WIND SPEED M.P.H. EXPOSURE CATEGORY B C 100 15'-8" 14'-9" IT-3- 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8 16'-9" 15'-1" 100 9'-10" 9'-3" 120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6" 8'-7" 130 13'-8" 12-3" 15'-1" 13'-6" 120 9'-0" 1 8'-1" 140 13'-1" 11'-8" 14'-5" 12-10" 130 8'-7" 7'-8" 150 12'-5" 11'-1" 13'-8" 12'-3' 140 8'-3" T-4" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 METAL THICKNESS 7 0.0308 -11 " 100 19'-0" 17'-10" 20'-11" 19'-8" 100 10'-7' 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-30" 9'-3" 120 1T-5" 15'-7" 19'-2" 1T-2" 120 9'•8 8'-8" 130 16'-7" 14'-10" 18'-3" 16'-4" 140 15'-11" 1 14'-2" 1 17'-6" 130 9'-3" 8'-3" 15'-7" 140 8'- 3' T- 3' 150 15'-1" 13'-6" 16'-7" 14'-10" 150 8"-5" 7'-8" ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050" 100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9" 110 21'-4" 19'-3" 23'-6" 21'-2" 110 12'-1' 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-T' 130 19'-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9-9" 140 18'-6" 16'-5" 20'-4" 18'-1" 140 10'-6" 9'-4" 150 1T-6" 1 15'-8" 1 19'-3" 1 17'-2" 1 150 9'-11' 1 8'-10" NOTE:ALUMINUM ALLOY 3105-1-114 OR-1-125 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI, NOTE:ALUMINUM ALLOY 3105-H28 WITH MINIMUM TENSILE BENDING INSUUTION DENSITY=1 PCF. STRENGTH OF 28,000 PSI. L� JDt"TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE STRAP r-ATTACH INTERNALLY WITH(4) LOCATION T WIDE STRAP PER 114'DIAMETER x 3'LAG / 1M10 x Y SCREWS INTO HOST STRUCTURE SCHEMATIC PLAN SCREWS AT 12'O.C.AND SCREW GROOVES. 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP / WITH(4)/HO SCREWS (PRE-DRILL) -!(- INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. NNNANIt SELF-MATING BEAM SLOPED OR FLAT O I\ 1 x 2 ALONG SUPER GUTTER O _BEAM BEAM SPACING EQUAL AL WITH(2)N10 SCREWS AT PER STRAP SPACING SHALL. EACH END ATTACHED O GUTTER _-_.. _. . --.-----------.---------------_---—___BE.12 THE BEAM SPACING_BEAM. ._. --INTERNALLY FROM ---- RECEIVING CHANNEL WITH(6) 0 #10 SCREWS INTERNAL AND(6) PRESSURE TREATED #10 SCREWS EXTERNAL STOCKING AT EACH STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION PONT$. it GENERAL NOTES AND DESIGN CRITERIA: t 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL.CAPACITY. 2,THE HOMEOWNER/CONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSEO AUDITION BY HIRING A QUALIFIED PROFESSIONAL 3.THE HOMEOWNER/CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS. 4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDIOR CONDITIONS NOT COVERED BY THE SPAN TABLES. 5.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20,TABLE 2002.4. JS.MAXIMUM PURLIN SPACING IS T-B'.FOR SPANS GREATER THAN 39'-0'.INTERNA.LATERAL BRACING IS REQUIRED FOR STABILITY. 7.MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. 5 I 8.THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND BFOR ALL OTHERS. 9.THE BASIC WIND SPEED ISIESS THAN OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. L). I 10.THE SPANS ARE BASED ON AN OPEN.BUILDING ENCLOSURECLASSIFICATION. 11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION,THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. CR 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. 13. INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING LS PROHIBITED, I 14.FOR GABLE,HIP AND HALF MANSARD ROOFS.AN INCREASE OF 110%is PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. ,15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 1/4 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. i ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 150 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0' EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS 2x4x0.044x0.100. .12'-10" 10'-8" 11'-'6', 9'-6 10'-6" 81-8" 91-8" 81-1" 91-1" 7' 6' ' 2 x 5 x 0.050 x 0,100 151-1" 12'-6" 13'-6" 11'-3" 12'-4 10'-3' 11'-5' 9'-6" 101-8" 8'-10' I2x6x0.050x0.120 181-1 15'-1" 16-2 13'-6" 14'-9" ' 12'-3 13'-8" 111.4" 17-9" _10'-8" 2 x 7 x 0.055 x 0.120 20'-5. 17'-0" 18'-3" 15'-2" 16'-8 13'-10 15'-5N 12'-10" 14'-5 12'-0' 2x8x0.072x0,224 28'-9" 23'-11' 25'-8" 2174" 23'-5" 19'-6" 21'-8" 18'-1 20'-3" 16'-10" $ 2x9x0.072x0.224 30'-0' 25'-10" 27'-9" 23'-1" 25'-4" 21'-1" 23'-6" 19'-6" 21'-11' 18'-3' 2 x 9 x 0.082 x 0.310. 30'-0' 29'-4" 30'-0" 26'-3' 28'-9 23'-11 26'-8' 22'-2' 24'=11' 20'-9'. 1 N 1 N 1 N ■ 1 N 1 N I N - I N 1 1 2 x 10 x 0:092 x 0.369 30'-0 30'-0 30 -0 .30'-0 30 -ON. 27 -10 30'-0 25'-9 29'-0" 241-11 I SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 1 8'-0" 7'-0" T-5" 6'-3" 6'-10 5'-8 6'-4" 5'-3" 5'-11" 4'-115 1 N N N N N N 1 N 2 x 3 x 0.045 x 0.045 10 -11 9 -1 9 -9 8 -1 8'-11 T-5 8'-3 6'-10 T-8 6-5 NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES 7 f �/l�/L� �..J/� DRAWING 1 OF 5 REVISIONS iCOUNTY: �,9L DRAWING EFFECTIVE IJANUARY 2005 . PERMIT NUMBER: I � PROJECT DESCRIPTION: OCCUPANCY/USE TYPE: SINGLE FAMILY ❑ MULTI-FAMILY ❑ INDUSTRIAL ❑ COMMERCIAL ❑ OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTU 1YPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES I *!OOA- ST STRUCTURE ACHMENT(TYPICAL) ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN VIEW VIEW VIEW VIEW ROOF PLAN P gig - 0mPC 2 x 2 BRACE Ittl L!d_u_LjN 3(TYPICAL) ; END WALL y 0 w w W ELEVATION ENO WALL END WALL {AIR RAIL w ELEVATION END WALL ELEVATION POST 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATION END WALL KCAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ROOF PLAN GIRDER ROOF PUN ROOF PLAN VEW VIEW BEAM VIEW i 3 ROOF PLAN � VIEW }I(� 0�'�p 31:� <� 2 x 2 BRACE w , END WALL El 2 x 2 BRACE END WALL END WALL ""R RAIL ELEVATION ELEVATION ELEVATION POST END WALL FOUNDATION 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATION (TYPICAL) (TYPICAL) NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS. EXTENDS MORE THAN 18'-0'FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76.PURLINS,ANGLES AND CHANNELS SELF-MATING BEAMS ALLOY SHALL BE 6063-T5.MINIMUM BENDING STRESS=15,000 PSI. 2 x 4 x 0.044 x 0.100 1 T-3" 15'-5" 14'-6" 13'-10" 12'-10" MINIMUM THICKNESS=0.040 INCHES. 2 x 5 x 0.050 x 0.100 20'-3" 19'-0" 1T-6" 16'-0" 15'-0" 2 x 6 x 0.050 x 0.120 -24'-4" 1 21'-9" 19'-10" 18'-4" 1 17'-2" 2 x 7 x 0,055 x 0.120 28'-6- 1 25'-6" 23'-6- 22'-0" 20'-6" TYPICAL ALLOWABLE SPAN INCREASES 2 x 8 x 0.072 x 0.224 38'-6" 34'-6" 31'-5" 29'-1" 2T-3" PERMITTED FOR SELF-MATING BEAMS 2 x 9 x 0.072 x 0.224 41'-8" 3T-3" 34'-0" 31'-6" 29'-6" 2 x 9 x 0.082 x 0.310 470.4% 42'-4" 38'-r 35'-9" 33'-5" ELEVATION j I J�„1 2 x 10 x 0,092 x 0.369 50'-0' 49.3' 44'-1 IN 41'-7" 38'-11* sPAN PAN x 1.1 SPAN x t.2 NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE SNAP EXTRUSIONS 2 x 2 x 0,044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES SELF-MATING BEAMz NOT SHOWN (1)06 BMW AT DRAWING 2 OF 5 eOT°TOM TOP AND REVISIONS O 0 00 000 DRAWING EFFECTIVE 1 JANUARY 2005 0 ALUMINUM PLATE 0.125'THICK BOTH `9 SIDES WfTH a : `; � (9)1/4'x 718'SCREWS INTO EACH MEMBER - BEING SPLICED. NOTE:DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAYBE INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)114'SCREWS FOR 2x 9.USE 025 THICK PLATE AND(16)114'SCREWS FOR 2 x 10. o CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUGFORAL ?ES LISTED- ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" _ EXPOSURE CATEGORY B C 8 C B C B C 8 C SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 1 13'-0" 11'-2" 11'-11" 10'-2' 11'-0" 9'-5" 10'-3" 8'-10" 2 x 5 x 0.050 x 0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 17-11" 11'-1" 12'-1" 10'-4" 2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 16'-9" 14'-5" 15'-6' 13'-4" 14'-6" 17-5" 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0" 2 x 8 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0" 26'-7" 22'-10" 24'-7" 21'-1" 23'-0" 19'-9' 2 x 9 x 0.072 x 0.224 35'-3" 30'-3" 31'-6" 1 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4' 2 x 9 x 0.082 x 0.310 40'-0" 32'-11" . 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" 2 x 10 x 0.092 x 0.369 46'-3" 37'-9" 41'-T 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'-3" SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 T-10" 1 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6'-6" 5'-3" 6'-2" 5'-0" 2x3x0.045x0,045 10'-9" 1 8'-9" 9'-11" 8'-1" 9'-4" 7'-7" 8'-11" 1 T-3" 8'-6' 6-11- ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-T 11'-4" 17-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 9'-T 8'-0" 2 x 5 x 0.050 x 0.100 16'-0" 13'-4' 14'-4" 11'-11' 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5" 2 x 6 x 0.050 x 0.120 19-2" 16'-0' 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4" 2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" 15'-4" 12'-9" 2x8x0.072x0.224 30'-5" 25'-5" 2T-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 17'-11' 2 x 9 x 0.072 x 0.224 37-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19-5" 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5" 2T-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29-7" 32'-11" 2T-5" 30'-9' 25'-8" SNAP EXTRUSIONS 2x2x0.044x0.044 8'-4" T-5" T-9" 1 6'-8" 7'-3" 6'-1' 6'-9" 5'-7" 6'-3" 5'-3" _ 2 x 3 x 0.045 x 0.045 11'-6" 9'-8" 10'-4" 1 8'-T 9'-5" T-10" 8'-9" T-3" 8'-2" 6'-10" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T5.PURLINS,ANGLES AND CHANNELS ALLOY SHALL BE 6063.75.MIN BENDING STRESS s 15,000 P.S.I.MIN THICKNESS-0.040 INCHES. �i L�Lyy NgS �Y E PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS DRAWING EFFECTIVE 1 JANUARY 2005 w r a CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR TFIE S4RtIC R i 1;F1APES tlS1ED• ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE; HIP AND HALF MANSARD ROOF BEAMS- <= 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0' SELF-MATING BEAMS _ 2 x 4 x 0.044 x 0.100 18'-11" 16'-11" 15'-11" 15'-2" 14'-1" 2 x 5 x 0.050 x 0.100 22'-3" 20'-10' 19'-3" 17'-T 16'-6' 2 x 6 x 0.050 x 0.120 26'-9" 1 23'-11" 21'-9" 20'-2" 18'-10" 2 x 7 x 0.055 x 0.120 31'-4" 28'-0" 25'-10" 24'-2" 22:6- 2 x 8 x 0.072 x 0.224 2-6"2x8x0.072x0.224 42'-4" 3T-11" 34'-6" 31'-11" 29-11" 2 x 9 x 0.072 x 0,224 45'-10' 40'-11" 37'-4" 34'-7" 32'-5" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063•T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.082 x 0.310 52'-0" 46'-6" 42'-5" 39'-3" 36-9' SHALL BE 6063-T5. MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=o.o4o INCHES. 2 x 10 x 0.092 x 0.369 55'-0" 54'-2" 49'-4' 45'-8" 42'-9" SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-(" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 1 11--11" 11'-1' 10'-4" NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. _ALLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS-< = 150 M.P.H. (SELF-MATING BEAMS I 2x4x0.044x0.100 20'-8 18'-6" 17'-4" 16-7" 15'-4' 2 x 5 x 0.050 x 0.100 24'-3" 22'-9" 21'-0" 19'-2" 18'-(" 2 x 6 x 0.050 x 0.120 29'-2" 26'-1' 23'-9" 22'-0" 20'-7" _ 2x7x0.055x0.120 34'-2" 1 30'-7' 28'-2" 26'-4" 24'-T 2 x 8 x 0.072 x 0.224 46'-2" 41'-4' 3T-8" 34'-10" 32'-8" 2 x 9 x 0.072 x 0.224 50'-0' 44'-8" 40'-9" 37'-9" 35'-4' NOTE:ALUMINUM BEAM ALLAY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY s 2 x 9 x 0.062 x 0.310 56'-9" 601-9- 461-3" 42 -10" 401-10 SHALL BE 6063•T5. MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. 2 x 10 x 0.092 x 0.369 60'-0" 59'-1" 53'-10" 49'-10" 46'-8" )SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11' 12'-11" 11'-11" 11'-1" 10'-4" NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. R/TRANSOM WALL DETAIL �--SELF-MATING BEAM SLOPED OR FIAT 2x2l I X2 COMPOSITE p SHAPE TOP AND BOTTOM O p O o 0SSUPPORT HDSTBTRUCTURE PATIO/POOL SCREEN ENCLOSURES NECTON PER TABLE, DRAWING 4 OF 5 r-0'MAX HEMT) REVISIONS TRAP LOCATION 3ERGUTTER. THERCONDITIONS DRAWING EFFECTIVE 1 JANUARY 1005 'OST BASED ON OR BEAM SIZE. + £ - k ERUGSCREW T FPJA41NG AT O SUPER ' JO GUTTER q, H 1t103CREWS AT p Eli. PRESSURE TREATED - JING CHANNEL BLOCKING AT EACH W x h tt 0 SCREWS AT STRAP LOCATION CENTER INTO POST _ UPER 21TTER. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FORTHE STRUCTURAL SHAPES? ALLOWABLE SPANS FOR CARRIER BEAM W/SOLID &SCREEN ROOF SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H. SCREEN ROOF SPAN 20'-0" 24'-0" 28'-0" 32'-0" 36'.0" 419-0- SELF-MATING 0'-0"SELF-MATING BEAM 2 x 6 x 0.050 x 0,120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6' 9'-2" 2x7x0.055x0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4- 2 x 8 x 0.072 x 0.224 0'-4"2x8x0.072x0.224 16-9" 16'-2' 15'-8" 15'-3" 1 14'-10" 14'-6" 0" 2 x 9 x 0.072 x 0.224 18'-5" 1T-9" 1T-2" 16'-8 16'-3' 15'-9' 9" 2 x 9 x 0.082 x 0,310 20'-0" 19'-4" 18'-8" 18'-2' 17'-8" 17'-3' 4" 2 x 10 x 0,092 x 0,369 22'-11" 22'-2" 21'-5" 20'-10" 29-3- 1 19'- SOLID 9'-SOLID ROOF SPAN=12'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 1" 2x6x0A50x0,120 10'-4" 9-11" 9'-6" 9'-2" 8'-10" 81-7- 2 x 7 x 0.055 x 0.120 '-7"2x7x0.055x0.120 11'-8' 11'-2" 10'-9" 10'-4' 10'-0" 9'-8` 2 x 8 x 0.072 x 0.224 15'-8" 1 15'-3" 14'-10" 14'-6" 14'-1' 13'-T 2 x 9 x 0.072 x 0.224 1T-2"t210'. 6'-8" 16'-3" 15'-9" 15'-2" 14'-9" ' 2x9x0.082x0.310E21- -8" 8'-2" 1T-8" 1T-3" 16'-10' 16'-6" 2 x 10 x 0.092 x 0.369 -5` 10" 20'-3" 19' SOLID ROOF SPAN=16'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1" 2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9'-8" 9-4" 9-1" 2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-T 13'-2' 12'-10" 2 x 9 x 0.072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3' 13'-10" 2x9x0.082x0.310 17'-8" 17'-3" 16'-10" 16'-6" 16'-2" 15'-9" 2x10x0.092x0.369 20'-3" 19'-9" 19'-4" -2" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. U LL �Q¢ G PATIO/POOL SCREEN ENCLOSURES DRAWING 5 OF 5 REVISIONS W nc<S7Ar DRAWING EFFECTIVE 1 JANUARY 2005 �.y Q CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLE"P C IED AOR STRUCR9 SHAPES LISTED.