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1980 MIPOAULA CT - PERMIT ACC18-0020 DWGSt "" F � � ^ �! 0�`�'" 'f �' � T ��' %may'. .�4 ��. ���El l l l t t ll��� ( of 2 i, :HOST. :STRUCTl3RT ELFMEN'TS.. 7 ' 2- io�li2 5M5 1N M14ALL`( Irl Lard Or- TYPICAL 1 x 2 TO HOST AT CORNER I, I ><�. T� 2x2 �n.T v�ai.�. v✓J,�'I'x�1® 5Nt5 � ►l��,G. 1' X 2' OB O PERIMETER 1' X 2. OB *PERIMETER FASTEN PER NOTE I1. 2" x 2" x.125 angle NOTE /I: USE'WID X �' LONG SMS INTO WOOD HOST 1 ? AND SS'a X 2A LONG CONCRETE SCREWS INTO NOTE #1: USE 34's X 3' LONG LAGS INTO into post and Ys" CONCRETE OR MASONRY CONSTRUCTION (1' EMBEDMENT tapcon Ef°i~ ETD CONCRETE SCREWS INTO CONCRETE OR TYPICAL)/ FACING 24''O.C. AND WITHIN 6. OF EACH MASONRY CONSTRUCTION (1' EMBEDMENT AvtAN6a-e r -OR . PERPENDICULAR MEMBER 2 x 7 2x5 6" OF EACH PERPENDICULAR MEMBER 1• X 1' X 1/16" ANGLES 2' LONG WITH 2-f8 X 1%2' 2- 0 10 S.M.S. FROM INSIDE FACE -` LONG S.M.S. AT EACH LEC TYPICAL EACH SIDE, TOP m OF HOLLOW GIRT (1' EMBEDMENT BOTTOM) . :HOST. :STRUCTl3RT ELFMEN'TS.. 7 ' 2- io�li2 5M5 1N M14ALL`( Irl Lard Or- TYPICAL 1 x 2 TO HOST AT CORNER I, I ><�. T� 2x2 �n.T v�ai.�. v✓J,�'I'x�1® 5Nt5 � ►l��,G. TYPICAL 1 x 2 TO HOST AT GIRT I xa i"© 2><2 �rgT. `"ALL WA!"?< A10!5vts &- 14; 0, e, TYPICAL FOUNDATION DETAILS Ribbon Footing D N ►2" Slab on Grade Z�ooPh+ F18E�RE4�t= eK 6 x 6 10/10 WM - 1 - #5, 2 - #4;; ----- or 3 #3 rebar cont.. NOTES: 1. Concrete shall be minimum 2500 psi. Cov 2. Fibermesh shall be used in lieu of welded r 3. Slab on grade shall be used for roof areas less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2" 5. Foundation shall bear on compacted subgr 6. Pile type footing shall have 3/8" diameter I 7. Embeded aluminum posts shall be isolated 8. Posts supporting carrier beams shall have A minimum of one cubic foot of concrete for e 2- / 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1' EMBEDMENT MINIMUM.) ---I SELF MATING POST OR HOLLOW HOLLOW HORIZONTAL (ORT). `5--4444 WA111( SIPS GItiZT, �AI.T.� TYPICAL CHAIR RAIL TO POST DETAIL 1' X 2' OB O PERIMETER FASTEN PER NOTE I1. 2" x 2" x.125 angle 2' X 2' HOLLOW HORIZONTAL 1 (GIRL). W NOTE #1: USE 34's X 3' LONG LAGS INTO into post and Ys" 34'e X 234' LONG tapcon Ef°i~ ETD CONCRETE SCREWS INTO CONCRETE OR 10 MASONRY CONSTRUCTION (1' EMBEDMENT AvtAN6a-e r -OR TYPICAL)/ SPACING 24. O.C. AND WITHIN 2 x 7 2x5 6" OF EACH PERPENDICULAR MEMBER 12 2- 0 10 S.M.S. FROM INSIDE FACE SIZE OF 1 X 2 OB INTO SCREW SPLINES m OF HOLLOW GIRT (1' EMBEDMENT 12 MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT I xa i"© 2><2 �rgT. `"ALL WA!"?< A10!5vts &- 14; 0, e, TYPICAL FOUNDATION DETAILS Ribbon Footing D N ►2" Slab on Grade Z�ooPh+ F18E�RE4�t= eK 6 x 6 10/10 WM - 1 - #5, 2 - #4;; ----- or 3 #3 rebar cont.. NOTES: 1. Concrete shall be minimum 2500 psi. Cov 2. Fibermesh shall be used in lieu of welded r 3. Slab on grade shall be used for roof areas less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2" 5. Foundation shall bear on compacted subgr 6. Pile type footing shall have 3/8" diameter I 7. Embeded aluminum posts shall be isolated 8. Posts supporting carrier beams shall have A minimum of one cubic foot of concrete for e 2- / 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1' EMBEDMENT MINIMUM.) ---I SELF MATING POST OR HOLLOW HOLLOW HORIZONTAL (ORT). `5--4444 WA111( SIPS GItiZT, �AI.T.� TYPICAL CHAIR RAIL TO POST DETAIL 7 ( pmo a& 5 M 6 Post 111 x 2 cont. W/ 2" x 2" x.125 angle %q'.` A N' tapcons i each side post at 24 o. c. 2 - #10 x 3/4" sms "xlosr�t5 into post and Ys" �R uloo� V tapcon Ef°i~ 2" Min 10 edge AvtAN6a-e r -OR 2 x 7 2x5 14 12 10 SIZE l�i� 1M►ra g" �i�rr>7 UyE L��J�EK t�3z 3"'10 5Ni5 r'c� WE TYPICAL POST BASE DETAIL Pile T for rebar shall be 3". e mesh. ;s than 360 sq. ft. or for posts with tributary areas e with 1500psi minimum bearing capacity. Is 12" long thru posts each way. om concrete to prevent corrosion. equate foundation for hold down capacity. :h ten square feet of screen roof. Typical Cage Bracing Details Triangular plate �. w/8 - #10 sms. n= I 5-31411 X II' x 1/511 Galv. Strap Plate. 2- 5/16' Anchor bolt (Expansion Bolt) �11 5/5 Cable Galvanized Strap Detail r Camelbock With Z - 11411 x Iyi0-" AFC*S �11 5/5 Cable . J C.�ME L ?,ACK VE - T411 -- NOTE: 1. Self -tapping SMS shall be stainless steel or zinc coated. 2. Members shall be Isolated as recommended to prevent corrosion. Cable required when enclosure extends more than 18' from host. One pair of cables for every 300 sq. ft. wall surface area. NICO Sleeve11 5/5 Gable "/004 -`—Loo ped Cable 1%4"a Ii/� rzk�caa a(-aTr� Cc7rIGl�T� �� t;� �l ir—)Ca Looped Cable Detail General Notes and Design Criteria: 1. Pool/Patio Enclosures and Screen/Glass Room Additions are designed to be attached to a permanent structure of adequate capacity. 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to support the proposed addition. 3. The F-5 6'm GA'+eon'261:7 is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is T-0" Internal lateral bracing required for spans over 39 feet. 5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed theheight of the host structure. 6. The exposure is per site location. "C" for structures along the coast and "B" for all others. 7. The pool/patio beam spans are based on open building classification. The typical details shown are indicative of a standard installation. 8. Fasteners shall have a head and/or be provided with washers not less than 1/2" in dia. For decking and siding. SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 MINIMUM POST SIZE AND NO. OF SCREWS Beam Size Post Size #8 #10 #14 2 x 5 2 x 4 10 8 6 2 x 6 2 x 4 10 8 6 2 x 7 2x5 14 12 10 2 x 8 2 x 6 m 14 12 2 x 9 2 x 7 -- 16 14 2x10 2 x 8 -- "- 16 MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14 Minimum Spacing 5/8" 3/4" 1" Min. Edge Distance 5/16" 3/8" 1/2" SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 Typical Super Gutter to f=ascia detail BEAM STITCH SCREWS 0 24" O.C. . 2" X 2" PURLIN (MAXIMf+l YC '�.c%�`,LL POST TOP AND BOTTOM (#10 SMS TYPICAL) PURLIN SPACING 7'-0") (2) WOxV S.M.S. 20 O.C. Into RaPter� 'Cells and (2) at Each CW ter/Sr0= Carrwction 2* 5-M.5, Gutter Brace at Foch Bearti 2.1310xl/2' 5.M' 5, at Each Prace SCREEN ROOF BEAMS - SIZE PER TABLE 101 / O.C. UM 2 EACH (MIN.) #10 X 1 1/2" LONG I SPACING 8' - O" O.C. S.M.S. (TYPICAL) INTO SCREW BOSSES. SECTION OF CONCEALED FASTENER CONNECTION I TO BEAM -W/ 2 #10 x 1" X 2 1/8" X .062 RECEIVING CHANNEL O (MINIMUM - TYPICAL) BEAM STITCH SCREWS ALTERNATE CONNECTOR p (#10 S.M.S. TYPICAL) 1" X 1" X 1/16" ANGLES 2" X 2" PURLIN (MAXIMUM of 5CiM-,16 - 5H E: _-17 I 2" LONG BOTH SIDES PURLIN' SPACING 7'-0") C F](13t1r10 Wood £aVa Fascia On Tr'uaacs at 24' O.G. °° _ _ _ _ t Ci Ree. Chu l on Bean to Gutter Carectlm WIA,.i 104 on Ecrh Side. (4) #8 S.M.S. INTO BEAM (2) #8 S.M.S. INTO✓-_I,FT�i._��¢ �1)7 --- - ��'"�'' 1' t`�C'✓'�IQir ��i l 1[� - EACH SIOE (TYP) EACH SIDE OF PURLIN _rL- $� lox.-_�514t1 f±_"ro_✓E_�4�_l Fid E AT 2 -CCH SCREEN ROOF BEAMS - SIZE _ Q. ` f.-% `A I--rVVA T -0 1 , t -`- -t PER TABLE 101 / MAXIMUM SPACING 8' - 0" O.C. 2" X 2" X .125" angle F SECTION OF ANGLE OR CHANNEL CONNECTORS each Side beam w/#1051 SMS In both members, rig V iA(�J. 2" x 2",x .125" angle each side girder with #10 SMS into girder. PURLIN TO BEAM CONNECTIONS IF - 0> Q O 4 1 l! n2�S1(xl fill ( 0 0 Attach to wood x 3" lags I w/1/4" RECEIVING CHANNEL I W/ %#10X3/4° INTO I I - O QQ / y - GIRT EACH FACE &(3) # 10X3/4" INTO UPRIGHT I I fl = ' Q HOST STRUCTURE T. Girder shall be one - - -� size larger than tributary beam. SELF -MATING BEAM Attach to masonry — — — — Self -mating beam w/1/4" tapcons with min. 2" embedment. 2"X2" OR 2"X3" MEMBER I I (4)910 X 1 Y;" SMS INTO SCREW Bosses - . - f I TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER TO HOST WALL SNAP OR SELF -MATING ONLY PURLIN 'PURLIN OR GIRT TO BEAM OR POST DETAIL PURLIN DEPTH X 2" X 116" 6032 - H322 ANGLE EA SIDE OR PURLIN DEPTH X 2"X.063- 5032-H32 2" X 2" PURLIN MAY BE INTERNAL CLIP W/ (4) #10X3/4" TEK SLOPING OR HORIZONTAL 2"x3'EXTRUSION COVER PLATE 2"X2" Xle" ANGLE WITH #10 X%' EACH LEG EACH SIDE • / a O _. END WALL COLUMN 2" X 2" X tlid ANGLE WITH 2 X110 S.M.S. IN EACH LEG, O1Z r�2a7Z���1 Gi4Rr1 til r_ - END WALL PURLIN CONNECTION DETAIL �tAGoNp.0-. �F �3�AG�5 A-r'TAC-44 W/2 -i�5M5 Ek: -H E44 P. NOTCH POST AS (2"X2"X %f(D 1� ANGLE WITH (2) #10 X%" EACH LEG EACH SIDE �( Ofr. SLOPED PURLIN CONNECTION DETAIL 2" X 2" PURUNS ATTACH TT) BEAM W/ 2 #10 x 1-1/2" LONG— S.M.S. (MINIMUM - TYPICAL) 1" X 2" OPEN BACK FASTENED= TO POST WITH (2) #10 s_M.S_ 1" X 2' OPEN BACK FASTENED TO 2- X 2" WITH #to S.M.s. 0 (TYPICAL) F05T 2' X 2" PURUNS ATTACH I TO BEAM -W/ 2 #10 x 1-1/2" LONG S.M.S. (MINIMUM - TYPICAL) BEAM STITCH SCREWS 24" O.C. TOP AND BOTTOM (#10 S.M.S. TYPICAL) 3 -Am of 5CiM-,16 - 5H E: _-17 I TYPICAL POST TO BEAM CONNECTION BEARING WALL a 0 a a 0 0 ® O a a 0 0 0 a 0 0 0 a a a Alum plate .1�5" thick both sides w/: to,--i4*j3/� sms each member. SAS) SELF -MATING BEAM SIDE PLATE CONN. Detail applies gable, hip, dome, and mansard connections. Plate may he internal or external. Use .125" plate and 12 - #14 sms for 2" x.9" and .25i1plate and 16 - #14 sms for 2" x 10". SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 :. \��\1\1i i i a i,,";• Atlantic Beach, FL. 32233 \\���0.T �, Phone: 904-568-4112��®`, * ' N 88� l ` . {q i 3!1tf 2' PAN POLY -ROOF' -PANROR .NON-IFl5LXABULAT>9 RL -KF. 1! CONTINOU5 EXISTING FAA50NRY WALL HEADER FASfENE)�"" ORSTLCCO wi u 1 z• O.C. NOT.E. flJR. 35 12' PAN OR 9TMED WALL POLY -ROOF �\ ADD 1 x 2. ANGLE TO WALL w/.14 x 'LAGS TO EACH STUD V4' x 2W DRIVE PIN, TAPCON, T -BOLT OR LAG SCREW TEK5. PACU. 12-,PAN'OR Y;lo.x �e`TEKB I2''CriC. FOR.. POLY -ROOF A1-TE��.IA� e 2 - *r.IOaG 112+5M5 TNKV 8ox�p Purl InlTo � 1'c5'T, alp t12x2�8x �I�` CHAIRRAfL ATTACHED TO P05 2' CHAIRRAJL INTERNALLY"4 MIN. OP (2)'# 1' x )VI AC)1ED TO 5.M5. INTO 5CREW GROOV AST : } • x r> )L I' x:OG25, CLIP e (4) SCRL'W3 fj2X2 CHAIRRAIL P05T .i, x. 4''L.AaBpLT,,II!rJ,:. W/lSHPK, f'OR� FatY.RLF (3) #t5 x iz. $ 1'2 PAN Tom. OR T PbLY--ROOF- RDOF PM. FOR 2 k POST NON -INSULATED OR3 x 3 RDOP ,4x4, 6xli POST 31e' x 3 `/z'. 4 K'.6 Vz/ w7cliEII' THR11-BOLTS (2),/ TO THRU EACH RECEIVE POST 2' DPAM (PO5T 2 x WIDE CAN`W 5" SIX NOTCHED Y L-1L�1 TO CENTER AL50) BUIiP/uC1A REIDUIRHJ WHEN. - CONTINOU5 ExTRUDED OUTER. - HEADER ATTACHE ."PA 5 THAN THrA OK . 1. x V LAG 3' PAN ROOF OR 3', D' POLY' ROOF " U5E ANGLE WHERP (3) # 10 i fie` TEK5 EACH L REQI3!i ID' TO 12- PAN OR # 10 X'V,,' 0 ' PWA4t3 H54 . TO, TFX5 I e O.C: -FOR FACIA w/ #I O x �• POLY -ROOF TEr.S 12.O.C. 301-69 FPL-) li-4-To sI Upright To Base And To Beam Del -ail tx�=0iG.8tc'�/�STEt•11IB' • T GLATkw) 6 f.4 x 2' ' Y. x 4' THRU-HOI: i�F x y:� wr t r, . FENw-. TEKS. PACK WASHEEX 24' ;ROOP'PAW D.C. FOR M" POLY -ROOF NON.IN5ULATED 35L 121 IOP PAN I (1 J OR POLY -ROOF 2x2. 64x.OG25 (-CUP w/ 125 (.44) # I C)X%, TeXANGU` w/ SIcwhs OR (2) 110 x #)1,012' INTERNAL TEK5 12' SjOeV 5 FR5M I x2 O.C. TIO 2x2 PURUN FOR 5ts(7a 6,Teg POLY-RUOF 2i1x r4 K, Cao rTL-re, C 'Zor" ©z. W/2- 44 LIX 34'.4rt5 'i"1JjLLl C.?U'TT6R 4 &L)TTaR LIP 2x3 OF, 3x3 OR r. 34 OR, 41L4 _fP5T t 4z F POST' (2) y,z212'. x 3Y_1 ' . Y, x 4 yz THR.L BOLTS _ J ALUM 1705T CAST BA5E 4 (2) 2 "x 2 x .125 ANGLE EACH x,2ye',DR1VE"PINSOR..IA S.IDEOP-PAST)±!(I)'�4`x2%Z' V'_TAPi ON6 OR %`-x"2%' DRIVE PIN5OF'7 4 x 2 I!4 T BG)FT�i TAPCON5 OR' 144' x.2 %4 % T-BOLT5 Beam/ Header (2) #10 x 1'h-S.M.S. Into Screw Boss Angle Clips May Be Anchor 1' x 2' Plate Tb Substituted For Internal Concrete WPP' x 2'h' Screw Systems Concrete Anchors Within G" Of Each Side Post And 24' O.C. Max. Min. (3) # 1D ;: Into Screw Boss. Min. 3-1h" Slab 2500 PSI 1'z 2':ixtruston Conc. 6 x 6 - 10 x 10 W.W.M. Or Fiber Mash 1-Y.' Mln. In Concrl�tq - ' 4 tla x 12' WASHER HEADED CORROSIVE RESISTANT . CAULK ALL EXPOSED SCREW SCREWS @ 9- O.C. EADS Alternate Connection: (3) #8 Screws Per Pan With I' Minimum Embedment Into Fascia Through Pan Boxed -End Existing Rafts #.10 x 1-'h' Wood Or S.M.S. (2) Per Ratter #10 xY' Wood Or S.M.S. 12` O.C. Fxisting Facia 74 x 4' LAG BOLT w/ I '/.- FENDER WASHER ` O,C:'PCSR POLI' -R (3) AB x ' TE95 eA01 ROOF _ PAN. EOR NON - INSULATED RDOF 2 x 5.M.1 BL'AM SEE SCHED1d1F Com,�osl.e Roof Anchoring Detai s #8 x'/a'S.M.S,Spaced C0MP0Slte%par}s.: •.,. Rafter r 0 B' C, Both Sides Caulk 25L3' OR 2 -14 -HOLLOW All 2x 5es d Screw Heads �Ckgl1 N.!CHANNEL OR 2'.r.1 HOL1 JW MA' ED TO -19X2' Sealant Header Extruded or Brake -Formed 3GRPEN. CHANNEL w/ M) Q x2' - With Min. 1'A,' Boring Leg. 25x2• =• 213 EOSE BEW) -- 21.4.' Eq. PL'5�,2 x 2 BEAI,,j) L OT I x 2 OR INLINE 'PDST: 2s SN!$ . CONTINOU5 EXISTING FAA50NRY WALL HEADER FASfENE)�"" ORSTLCCO wi u 1 z• O.C. NOT.E. flJR. 35 12' PAN OR 9TMED WALL POLY -ROOF �\ ADD 1 x 2. ANGLE TO WALL w/.14 x 'LAGS TO EACH STUD V4' x 2W DRIVE PIN, TAPCON, T -BOLT OR LAG SCREW TEK5. PACU. 12-,PAN'OR Y;lo.x �e`TEKB I2''CriC. FOR.. POLY -ROOF A1-TE��.IA� e 2 - *r.IOaG 112+5M5 TNKV 8ox�p Purl InlTo � 1'c5'T, alp t12x2�8x �I�` CHAIRRAfL ATTACHED TO P05 2' CHAIRRAJL INTERNALLY"4 MIN. OP (2)'# 1' x )VI AC)1ED TO 5.M5. INTO 5CREW GROOV AST : } • x r> )L I' x:OG25, CLIP e (4) SCRL'W3 fj2X2 CHAIRRAIL P05T .i, x. 4''L.AaBpLT,,II!rJ,:. W/lSHPK, f'OR� FatY.RLF (3) #t5 x iz. $ 1'2 PAN Tom. OR T PbLY--ROOF- RDOF PM. FOR 2 k POST NON -INSULATED OR3 x 3 RDOP ,4x4, 6xli POST 31e' x 3 `/z'. 4 K'.6 Vz/ w7cliEII' THR11-BOLTS (2),/ TO THRU EACH RECEIVE POST 2' DPAM (PO5T 2 x WIDE CAN`W 5" SIX NOTCHED Y L-1L�1 TO CENTER AL50) BUIiP/uC1A REIDUIRHJ WHEN. - CONTINOU5 ExTRUDED OUTER. - HEADER ATTACHE ."PA 5 THAN THrA OK . 1. x V LAG 3' PAN ROOF OR 3', D' POLY' ROOF " U5E ANGLE WHERP (3) # 10 i fie` TEK5 EACH L REQI3!i ID' TO 12- PAN OR # 10 X'V,,' 0 ' PWA4t3 H54 . TO, TFX5 I e O.C: -FOR FACIA w/ #I O x �• POLY -ROOF TEr.S 12.O.C. 301-69 FPL-) li-4-To sI Upright To Base And To Beam Del -ail tx�=0iG.8tc'�/�STEt•11IB' • T GLATkw) 6 f.4 x 2' ' Y. x 4' THRU-HOI: i�F x y:� wr t r, . FENw-. TEKS. PACK WASHEEX 24' ;ROOP'PAW D.C. FOR M" POLY -ROOF NON.IN5ULATED 35L 121 IOP PAN I (1 J OR POLY -ROOF 2x2. 64x.OG25 (-CUP w/ 125 (.44) # I C)X%, TeXANGU` w/ SIcwhs OR (2) 110 x #)1,012' INTERNAL TEK5 12' SjOeV 5 FR5M I x2 O.C. TIO 2x2 PURUN FOR 5ts(7a 6,Teg POLY-RUOF 2i1x r4 K, Cao rTL-re, C 'Zor" ©z. W/2- 44 LIX 34'.4rt5 'i"1JjLLl C.?U'TT6R 4 &L)TTaR LIP 2x3 OF, 3x3 OR r. 34 OR, 41L4 _fP5T t 4z F POST' (2) y,z212'. x 3Y_1 ' . Y, x 4 yz THR.L BOLTS _ J ALUM 1705T CAST BA5E 4 (2) 2 "x 2 x .125 ANGLE EACH x,2ye',DR1VE"PINSOR..IA S.IDEOP-PAST)±!(I)'�4`x2%Z' V'_TAPi ON6 OR %`-x"2%' DRIVE PIN5OF'7 4 x 2 I!4 T BG)FT�i TAPCON5 OR' 144' x.2 %4 % T-BOLT5 Beam/ Header (2) #10 x 1'h-S.M.S. Into Screw Boss Angle Clips May Be Anchor 1' x 2' Plate Tb Substituted For Internal Concrete WPP' x 2'h' Screw Systems Concrete Anchors Within G" Of Each Side Post And 24' O.C. Max. Min. (3) # 1D ;: Into Screw Boss. Min. 3-1h" Slab 2500 PSI 1'z 2':ixtruston Conc. 6 x 6 - 10 x 10 W.W.M. Or Fiber Mash 1-Y.' Mln. In Concrl�tq - ' 4 tla x 12' WASHER HEADED CORROSIVE RESISTANT . CAULK ALL EXPOSED SCREW SCREWS @ 9- O.C. EADS Alternate Connection: (3) #8 Screws Per Pan With I' Minimum Embedment Into Fascia Through Pan Boxed -End Existing Rafts #.10 x 1-'h' Wood Or S.M.S. (2) Per Ratter #10 xY' Wood Or S.M.S. 12` O.C. Fxisting Facia 74 x 4' LAG BOLT w/ I '/.- FENDER WASHER ` O,C:'PCSR POLI' -R (3) AB x ' TE95 eA01 ROOF _ PAN. EOR NON - INSULATED RDOF 2 x 5.M.1 BL'AM SEE SCHED1d1F Com,�osl.e Roof Anchoring Detai s #8 x'/a'S.M.S,Spaced C0MP0Slte%par}s.: •.,. Rafter r 0 B' C, Both Sides Caulk All 2x 5es d Screw Heads Sealant Header Extruded or Brake -Formed (17.044' Min. Thickness) With Min. 1'A,' Boring Leg. -- a o Roof Panel For wan Aetaehm" 28' LDNC IN= LAo .ttWo Lill . . • 24' LAIC 9kWKgY ANCHDR9 O 24- I C AMY, (3) Per Pan (PMDM) And (1:)'g Riser 'Top) 'SSL 12' ftN OR POIYR�IDr x 4 Ya', 6ri' THRU_e, OLT9 (2) ;� TTiR1J EACH PO5T FFUM HALF � S.M.B.' 2,r PL ST,.S x 4r 4.Ofb6x6 P45T H ALUMINUM FLASHING - B EA M BEARING DETAIL SEALANT UNDER F ASHING LUMBER BLOCKINGTOFIT PLYWOOD/OSB BRIDGE I ,f SCREEN/GLASS ROOMS & ENCLOSURES Complete Panel 3^COMPOSITE PER TABLES) FILLER SLOPE � 4`'S. M.S. W/ 1 y." (SPAN PER TABLES) f Fender Washer And Neoprene Gasket 12* O.C. (ryp.) REVISIONS { 1 _ COMPOSITE ROOF: - --- - - --- 1-1 *0 FEN LAG ER SCREWS WI t Seibold PE.482 C`x(j• 1-1/4'0 FENDER WASHERS � a' O.C. THRU PANEL INTO 2. 2 VVV ' Vincent 88 l� For Roof Pans; 2'X2'x11.644-HOLLOW EXT. (3)-#BxL/j S.M.S. --- -- 5/16'0x 4'LONG(MIN.) LAG 1015 Atlantic Blvd. #128 Per 12' Wide Panel (TypJ SCREW FOR 142 } EMBEDMENT(MIN.)INTO Atlantic Beach, FL. 32233 RAFTER OR TRUSS TAIL i CONVEN7lONAL RAFTER OR ; Phone: 904-568-4112 TRUSS TAIL - L,4 - Bearing Beam WEDGE ROOF CONNECTION DETAIL '�c'��--i 17 �'G'Y��'y� �