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Plans 1740 Live Oak Ln Dr (vault) Ii I }_ +G (1) &7/(18X 73/4 (17;87-314 (24)87-314 (31)87314 (38)87-a/f2 114,1 A6) 3-7/16 1 M 't 0'3 •t 0°t 3't 0°3 't 0.3 '3 t 24.1 ) veo Ba 71 1 l (2) 3-7118 (10) 3 7/16 (18) 37/16 (25) 3 7/16 (32) 37116 (39) 37!16 (46) 3-7/16 I (3)13-7116 (11) 37/18 (19) 3-7/16 (26) 3.7/16 (33) 37116 (40) 3-7/16 (47) 3-7/16 p�' t 804 (4) 6 (34) 3Is (at) 37/16 (48) 37116 I + 1 ISI ,H Bas t (5) 7116 (13) 7116 (21) 37116 (28) 3-7/16 (35) 37/16 (42) 37/16 (49) 37/16 — (/ i1ea 6is ��` r (6) 3-7/16 (14) 37116 (22) 3-7116 (29) 37/18 (36) 37116 (43) 37116 (50) 37/16 Ba 7 ' (7)8r-11116 (15) 7/16 (23) 3-7116 (30) 37/16 (37) 3 7116 (44)r7116 (51) 7-11/16 Olt It j� F °: 6 — — — GENERAL NOTES: at , ' 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE 1108f SA%rrURE OF ADE(1WTE STRW I COST } (2 (• X60 (7e 2.THE SPANS ARE BASED ON AN OPEN BUILDING ENCLOSIM CLASSIFICATION. C9 43.THE 2001 FLORIDA KqLDM,THE EXP�URE CATEGORY IS THE BASIS OF DESIGN. WIND LOADING is PER 2D,TABLE 2002.4. �I+(� 5.THE BASIC VNND SPEED 18 12D M.P.H. &THE IMPORTANCE FACTOR IS EQUAL TO 0.77. 1 , OYVNER PETNRY SITE: 174(1 LIVE OAK LANE,DWAL COUNTY,FL "PPRoVfo SCREEN ROOM PLANS AND DE CRY OF ATLANTIC BEACH BUILDING OFFICE � APR 2 0 2005 REVISIONS ®2005 m AmiKu ,si tar 1k� - - 2072 Mayport Rd. Atlantic Bch., FL 32233 I WILLIAM J. KEIL, P.E., NSPE +i r� FL PE 53562 RW P.O.BOX 23648 � JACKSONVILLE, FL 32241 //I/ _ (904)502-9237 =#i I,ERTIFIGlT10N EXTENDS ONLY FOR 0ONFORMA11 THE MEMBER SPANS VNT}( r TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL APICAL PURLIN AND BEAM DETAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE 4t j r i 1 A(TTTACH EXTERNALLY WITH(4) STRAP 3'WIDE STRAP PER 114'DIAMETER z 3 PURLIN ATTACH EXTERNALLY WITH 4 7 LOCATION () (T0 x 3I4'SCREWS THRU ATTACH INTERNALLY WITH(4) SCHEMATIC PLAN SCREWS AT 12 O.C. SLOPED OR FIAT #1D x 3!4'SCREWS THRU ATTACH INTERNALLY WITH 2 HOST STRUCTURE 1 z 2 x 0.050 C CLIP #10 x T SCREWS INTO () �xx 2 x 0.125 ANGLE #tb x T SCREWS INTO 2 z 2 z 0.125 ANGLE (3)AT EACH STRAP ATTACH INTERNALLY SCREW GROOVES. PRE-DRILL I II I NOTCH PURLIN F(k� INTERNAL GROOVES. WITH(4)#1D SCREWS ( ) 1 FROM POST OR INTO BEAM AND 2 x 2 1 THRU 2 x 2 INTO 0 0� POST AND 2 x 2 BOTH SIDES OF BEAM. SCREW GROOVES f I SELF-MATING BEAM 0 zj SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER 00 ATTACH INTO BEAM SPACING EQUAL EQUAL Wim{ 2 z 2 AT 24'O.C. 2x2 CHAIR RAIL POST PURLIN BEAM (2)#10 SCREWS AT SUPER I €zl STRAP SPACMIG SHALL EACH END ATTACHED CO [ i I �i BE 12 THE BEAM SPACING INTERNALLY FROM GUTTER I4 POST BEAM. CO RECEIVING CHANNEL WITH(6) #10 SCREWS INTERNAL AND(6) a E #10 SCREWS EXTERNAL NOTE: GUTTER WALL AT ALL CONINE I TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDL_R DETAIL TO HOST WALL GENERAL NOTES AND DESIGN CRITERIA: } r a t A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. SELF-MATING BEAM 2.THE HOMEOWNER�ONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE 4 SLOPED OR FLAT 2 z 2 z 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP �R�OSED ADDITION BY HIRING A ( EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER 3;.THE HOMEOWNERICONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS.WILLIAM J KEIL IS NOT ACTINGS THE ENGINEER OF RECORD F WITH#12 SCREWS INTO BOTH WITH#12 SCREWS INTO 4 SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDIOR CONDITIONS NQ COVERED 8Y THE SPAN TABLES MEMBERS. GIRDER 6•THE 2001 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20.TABLE 2002.4. MAXIMUM PURLIN SPACING LS T-0'.FOR SPANS GREATER THAN 39'-0',INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. i;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 BAS HOST STRUCTURE. I i ATTACH NOTCH BEAM O O 0 ATTACH TO STUD FRAME ({,THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND B FOR ALL OTHERS. ( i INTERNALLY FOR POST ` O O WITH 114'DIAMETER x 3' THE BASIC WIND SPEED IS LESS THAN OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. I s' FROM BEAM. - - O LAG SCREWS(PRE-DRILL). .THE SPANS ARE BASED ON AN OPEN BUILDING ENCLOSURE CLASSIFICATION. I w O O O O 1.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAILCDETALS• O O O O ATTACH TO MASONRY OR l2 CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER D�A��UD�,OVERALL STAB I ) O ) O O CONCRETE WITH 114' INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED. ys ? ATTACH INTO ; O TAPCONS WITH A MIN. 14.FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VER IF�y POST SIZE ADECIUACY. 1 ;• 2 z 2 AT 24'O.C. O O O O EMBEDMENT OF 3. 15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MWkUM POST SIZE ADEQUACY, OPTIONAL 2 x 2 z 0.125 SEAT ANGLE. 16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 114 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. I t SEE TABLE FOR O O O i DISTRIBUTE MINIML M NUMBER OF r) 0 0 0 GIRDER SHALL MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND OF SCREWS. o BEAM SIDES.BEAM MAYBE TRIMMED BEAM BE ONE SIZE J HOST STRUCTURE ALLOWABLE SPANS_ FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND , PEED UP T0150 DEEPER THAN GIRDER i FLUSH WITH 2 x 2 INSTEAD OF TRIBUTARY " " ! TRIMMING To FIT AROUND 2 x Z BEAM POST SPACING 4 -0" 5'-0 6 -0 7 -p" POST EXPOSURE CATEGORY B C B C B C It C 13 ' SELF-MATING BEAMS ' MINIMUM POST SIZE AND#OF SCREWS o I 2 x 4 x 0.044 x 0.100 12'-10" 10'-8" 11'-6" 9'-6" 10'-68'-8" 9 -_g^ I ' BEAM SIZE POST SIZE #8 #10 t:12 m TYPICAL WIND BRACE DETAIL AT ROOF FRAMING ( t 2x3 2x3 6 4 4 wo sElf-MATING 2x5x0.050x0.100 15'-1" 12'-6" 13'-6" 11'-3" 12'-4" 10'-3" 11{r_5^ g .g^ 10' I (� 2x4 2x3 8 6 4 �W BEAM 2 x 6 x 0.050 x 0.120 18'-1" 15'-1" 16'-2" 13'-6" 14'-9" 12'-3" 1�r_8" 11'-4" 12' g ~P o 2x7x0.055x0.120 20' 5" 17'-0" 18'-3" 15'-2" 16'-8" 13'-10" 1tr_5" 12'-10" 14' 2x6 2x3 10 8 6 Z _2 0 2x8x0.072x0.224 28'-9" 23'-11" 25'-8" 21'-4" 23'-5 19' 6" 211,_8" 18'-1" 20' 2 X 6 2 X 4 10 8 6 2 x 2 WIND BRACE 6 °,! 2x7 2 x 4 14 12 10 w= 2 x 9 x 0.072 x 0.224 30'-0" 25'-10" 2T-9" 23'-1' 25'-4" 21' 1" 2 6" 19'-6" 21' r ' �LL 2x9x0.082x0.310 30'-0" 29'-4" 30'-0" 26'-3" 28'-9" 23'-11" 2f� _g^ 22'-2" 24' sbii !i 2 X 8 2 X 5 16 14 12 O y 2 x 2 CONTINUOUS + n n + _ + I 1 2 x 9 2 x 6 18 16 14 W o WALL TOP 2 x 10 x 0.092 x 0.369 30' 0" 30'-0 30'-0 30 0 30'-0 27 10" 3lj� _0" 25'-9 29' I' m rn ATTACH WITH A SKEWED 0.125 THICK SNAP EXTRUSIONS 2 x 10 2 x 8 22 20 18 R ANGLE CLIP WITH " " " " g o ATTACH WITH A (2)#10 SCREWS INTO 2 x 2 x 0.044 x 0.044 8 -D" 7-0" T-5 6 -3 6 -10 5 -8" '_4" 5 -3 5 MINIMUM SPACING AND EDGE DISTANCES Z� SKEWED ANGLE CLIP EACH MEMBER BOTH n + n + z' W scREwws(2)#10 S� 1U 2 x 3 x 0.045 x 0.045 10'-11 9'-1 9' 9 8'-1" T 5 8� 3" 6--lo. 7 #8 #10 #`•12 p BRACE AND INTO BRACE AND INTO MINIMUM SPACING 5/8" 3l4" 1" Z P ROOF BEAM. NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS.2 x 2 WALL TOP. MIN.EDGE DISTANCE 5116" 3I8" I/2" BEYQrro THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR a.! TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE ING PROJECT ADDRESS: PATIO/POOL SCREEN EN CL t!s CONTINUOUS SLAB ON GRADE SLAB ON GRADE WII J! POST— 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE { OF POST WITH 12)#10 x 314' k ' SCREWS INTO POST AND(1) 6x6 W1.4xW1.4 WWF )} }T C ,14•TAPCONINIQCANCRETE REVISIONS ©2005 WILLIAMJKEIL,P� at WITH T MINIMUM EMBEDMENT. _ 1x2 BASEUS EENWITH CHANN0. ------- COUNTY: DRAWING EFFECTIVE 1 JANUARY 2DD5 TAPCONS AT 24'OC. AND WITHIN T OF POSTINSTALL ADDITI DIAL ANGLES 0 0 FOR EACH z INCREASE IN 10 (1)#s CONTINUOUS 6• PERMIT NUMBER: Z'MM. POST DEPTH. EDM O O "- PROJECT DESCRIPTION: 1 OFFSET NOTES: 4, 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL EKE 3*- WILLIAM J. KEIL, P.E., NSP 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIRE FABRIC SHALL BE 085. 3. FIBERMESHMAY gEUSED INLIEU OFTHE WELDEDWIREFABRIC. 1' s OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY FL PE 53562 NOTES: 4.SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAW FT P,0, BOX 23648 + OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SD.FT.VERITY REQUIRM ENTS WITH LOCAL BUILDING OFFICIAL 5. MINIMUM SLAB THICKNESS SHALL BE 3-12'ACTUAL THICKNESS. fs �j Ff 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR2INC.PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADEWITH 1500PSFMINIMLWBEARINGCAPACIT El MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 k I; 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REO UP&DIRECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 3B'DIAMETER THREADED RODS 1'-0'LONG THPf UGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSKNN 6.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREY�IIT CORROSION. 904 502-9237 ir ,, ❑ COMMERCIAL ❑ OTHER: ( ) i. TYPICAL~BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENfCLOSURES HOST STRUCTURE HOST STRUCTURE I I ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ;i BEAM ' z w z ROOF PLAN ROOF PLAN o o z zo RbOF PLAN 0 ROOF PLAN ¢ Alz -VIEW zVIEW < ROOF PLAN NIZ c ROOF PLAN ;< NEW A- 2 ^ VIEVY a ROOF PLAN c ROOF PLAN //TT�'' J o f VIEW w w VIEW W GOOF PIAN w> J V I I o w VIEW o w VIEW ¢ ROOF PLA p - x 2 BRACE Qp�O o o n w N w5� o �11EW 2 4 2 BRACE �O c o w rn w N LU w VIEW (TYPICAL) �p�OJ? ; o} END WALL w w w ��) J\� w Z FL ENE)WALL .J ELEVATION END WALL END WALL w t ELEVATION END WALL ��o 2> o ELEVATION END WALL rn w � ELEVATION END WALL '� CHAIR RAIL END WALL CHAIR RAR `""' ELEVATION ELEVATION 2 x 213RACE ELEVATION SND WALL 2 x 2 BRACE END WALI I POST (TYPI L€LEVATION ELEVATION POST (TYPICAL) ELEVATIC f r 1 FOUNDATION FOUNDATION ' + }I) (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS, M'PICALNOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS.) s ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA4 ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE F#ET OF SURFACE AREA t�1 a TYPICAL K-BRACE DETAILS TYPICAL SELF-MATING BEAM SIDE PLATE-CeONNECTION DETAIL TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES EAVE RAIL FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) I SELF-MATING BEAM PURLIN NOT' OWII (1)#8 SCREW AT ATTACHMENT(TYPICAL) 24-O.C.TOP AND o ROOF 0ROOF PLAN GIRDER ROOF PLAN PL rp p \\ 5 x 4 x 0.125 PLATE O O O BOTTOM ROOF PLAN < VOW BEAM zo J VIEW w W VIEW t WITH(6)#10 SCREWS O O O O ,y> Cf A. 2 x 2 BRACE B- \ INTO POST AND(4) O O ` VIEW o f 0Q4��0 a Q QL a m w 0010) \ #1D SCREWS INTO O O O ', O O O "' L �O�V) w> o END WALL 2 x 2 BRACE Elm EO END WALL ELEVATION O END WALL CHAIR RAIL O2 z 2 x 0.044 BRACE ELEVATION ELEVATION POST END W MIN. ALUMIAd NUM PLATE 2 x 2 BRAE ELEVA O\\ (O O SIDES NTH BOTH FOUNDATION OUNM(PIAL� FOUNDATION (TYPICAL) 1 1 5 x 12 x 0.125 PLATE-� O\( (9)114'x 716'SCREWS NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTA�TO FRAME DOOR JAMBS. POST WITH(B)#10 SCREWS \ INTO EACH MEMBER ADD(1)K-BRACE OR 1)PAIR OF C v ( S FOR EACH 300 SQUARE FEET O BEING SPLICED. EXTENDS MORE THAN 16'-0'FROM THE HOST STRUCTURE. 1 INTO POST AND(4)#10 \\ Q Q SCREWS INTO BRACE t ' ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND��PEED UP TO 15 --------= NOTE:DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSA JPCONNECTIONS.PLATE MAY BE CHAIR RAIL INTERNAL OR EXTERNAL. USE 0.125'THICK PLATE AND(12)1)9'SCREWS FOR 2 z 9.USE 025 n " Q O )O O THICK PLATE AND(16)114'SCRENS FOR 2 x 10. BEAM SPACING 4 0" 5 -0 6' 0" T-0 1 i 4x4xQ125PLATE WITH(6)#10 SCREWS TYPICAL KNEE BRACE DETAIL AND SCHEIPULE NOTE:KNEE EXPOSURE CATEGORY B C B C B C B C INTO POST AND(4)#10 SCREWS INTO ''Q BRACES ARE NOT POST BRACE AND(2)#10 SCREWS INTO BASE O O ) SELF-MeING BEAM REQUIRED FOR LF-MATING BEAMS ;OO SLOPE��Fu+T� TT��+TED 2 x 4 x 0.044 x 0.100 17'-3" 1T-3" 15'-5" 15'-5" 14'-6" 14'-6" 13'-10" 13'-10" SPANS. O 2x5x0.050x0.1D0 20'-3" 20'-3' 19'-0" 19'-0" 17'-6" 17'-6" 16'-0" 16'-0" r � 'O 2 x 6 x 0.050 x 0.120 24'-4" 24'-4" 21'-9" 21'-9" 19'-10" 19'-10" 18'-4" 18'-4" I — O O(p p 2 x 2 x 0.044 BRACE— PST O O O ( n n " - n _ n 00 0 (2)19- AT BASE OFFWIME O O O 2 x 7 x 0.055 x 0.120 28'.6- 28'-6 25 6 25'-6 23 6 23 6 i 22'-0" 22'-0" oOi`- - O O o 6 0,% 2x8x0.072x0.224 38'-6" 38'-6' 34'-6" 34'-6' 31'-5" 31'-5" 29'-1" 29'-1" BASERAIL ' O O _ 2 x 9 x D.072 x 0.224 41'.8- 41'-8" 37' 3" 37' 3" 34'-0" 34'-0" 31'-6" 31' 6" n 2 x 9 x 0.082 x 0.310 47'-4" 47'-4" 42'-4' 42 -4" 38'-7" 38'-7" 35'-9" 35'-9" TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0 c,� " - " " _ " _ n I= o`� 2 x 10 x 0.092 x 0.369 50'-0 50 0 49'-3 49 3 44 11 44'-11", ! 41'-7" 41 7" 2 x 2 x 0.125 ANGLE s5 RECEIVING CHANNEL MAY BE suesrrrLTTED SNAP EXTRUSIONS 1 / FOR THE H-CHANNEL BRACE 2x2x0.044x0.D44 11'-0" 10'-1" 10'-1" 9'-5" 9'-2" 8'-10 8'-6" 8'-5" KN@F�t s9 o , SEjETABLE FOR _ " nn " ,_ " ,_ " ( I secnoN v1Ew - 2 x 3 x 0.045 x 0.045 14 8 13 11 13'-1 12'-11 11 11 11 11 1 o o co*NECTORS TYPICAL ALLOWABLE SPAN INCREASES PERMITTED FOR SELF-MATING BEAMS p tl s 1 PURLIN BEYOND (4)#10 z 2'SCREWS i NOTE:SEE DRAWING 4 OF 4 FOR ALLOWABLE SPANS PER ROOF TYPE ELEVATION " INTO INTERNAL i GROOVES OF TH SPAN PAN x 1.1 SPAN x 1 ( Ig PURLIN I KNEE BRACE iL d r THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN OR WHOA, Y;� _ 112 OFSELF-MATMBEAM MINIMUM SIZE KNEE BRACE/SND CONNECTION ,,, I p ) , PROJECT ADDRESS: PATIO/POOL GREEN EN PURLIN BRACE LENGTH EXTRUSION CONNECTION 1 t 2 x 2 x 0.125 ANGLE H-CHANNEL WITH(3)#10 EACH SIDE }. ) TRIM OUTSTANDING 0'TO 0 2 x 2 x 0.044 H CHANNEL WITH(3)A10 EACH SIDE LEG TO FIT BEAM TO 3'-0' 2 x 3 x 0.050 t�) 1 s 1R OF SELF MAT6NG BEAM 'i (; WITH TO 4'-U" 2 x 4 x 0.041 jR0TCH EXTRUSION OVER BEAM AND POST r T 1 A"D ATTACH WITH(4)#10 EACH SIDE REVISIONS ©2005 WILLIAMIJ()��PE � ) } BY11iE WE BRACE LENGTH IF BRACES COUNTY: DRAWING EFFECTIVE 1 JANUARY 2005 ARE ON BOTH ENDS Of THE SPAN.FOR KNEE BRACE ONk OUtV 1 I NE END ONLY.AN INCREASE OF i12 THE FLAN VIEW KNEE GRADE LENGTH IS ALLOWED. PERMIT NUMBER: PROJECT DESCRIPTION: _ 1f2OFSELF4AATINGBEAM (( WILLIAM J. KEIL, P.E., INSPE l tFL PE 53562 OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY P.O. BOX 23648 ' `M '" ❑r MULTI-FAMILY ❑ INDUSTRIAL JACKS©NVILLE, FL 3241 i.r r � - NOTE: STIFFENING ANGLES SHALLBE INSTALLED AT EACH PIIRLIN L(X ATION ALONG THE BEAMIG02DER ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 ii ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 1110 M.P.H. o ;ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SRFEED UP TO 120 M ' E POST SPACING 4'-0" 5'-0" 6.-0. T 0" 81-01 _ POST SPACING 4'-0" 5'-0" 6'-0" 7�_p» rW� C B rt; , EXPOSURE CATEGORY B C B C B C B C B C EXPOSURE CATEGORY B C B C B C B SELF-MATING BEAMS o SELF-MATING BEAMS 2x4x0.044x0.100 16'-5" 13'-7" 14'-8" 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11' 7" 9'-7" " » " 4 "'W 2 x 4 x 0.044 x 0.100 14' 7" 12' 6" 13'-0" 11'-2" 11' 11" 10' 2" 11' Q} g .5 10 3 W Z [ t; 2 x 5 x 0.050 x 0.100 19'-4" '6'-0" 17'-3" 14'-4" 15'-9" � 13'-8" 11'- " "" 13 1" 14 -7" 12 1" 4 � 2 x 5 x 0.050 x 0.100 1T-1" 14'-8" 15' 4" 13' 1" 13' 11" 12' 0" 12' 711j^ 11'-1" 12'-1" 2x6x0.050x0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" Zg I 2x6x0.050x0.120 20' 6" 1T 7" 18'-4" 15'-9" 16'-9" 14'-5" 15'-t- 13'-4" 14'-6" [ 2 x 7 x 0.055 x 0.120 26'-2" ?.1'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 15'-4" 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-.f" 15'-0" 16'-4" I I 2 x 8 x 0.072 x 0.224 36' 9" <t0' 5" 32'-10" 2T 3" 30'-0" 24' 10" 27--g- 23' 0" -26'-0" 21'-6" $ 2 x 8 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0' 26'-7" 22'-10" 24'-_.7t» 21'-Y 23'-0' 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" m� 2 x 9 x 0.072 x 0,224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9 24'-8" 26'-. �" 22'-10" 24'-11 2 x 9 x 0.082 x 0.310 45'-1" 3T-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31 -10" 26'-5" a� 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" 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" 3T-1" 30'-9" ;Z 2 x 10 x 0.092 x 0.369 46' 3" 3T-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-,?^ 30'-2" 32'-11 SNAP EXTRUSIONS <m SNAP EXTRUSIONS 2x2x0.044x0.044 9'-5" B'-4" 8'-9" T-9" 8'-3" T-3" T-10" 6' 9" T-6" 6'-3" W 2x2x0. 44 T 10" 6'-4" T 3" 5' 11" 6' 1D" 5' 6" 6'- ^ 2" m D x0.044 5'-3' 6 f I; 2x3x0.045x0.045 13'-0" '11'.-6" 12'-1" 10'-4" 11'-4" 9'-5" 10'-7" 8'-9" 9'-10" 8'-2° �� " 2x3x0.045x0.045 10'-9" 8'-9" 9 -11" 8'-1" 9'-4" 7 -7" 8 -'1311» 7 -3 8 -6" i. li t k it iss, t t ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP T01130 M.P.H. o ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND Sf?EED UP T0140 '' t POST SPACING 4'-0" 5'-0" 6-0" T-0" 8'-0" W POST SPACING 4'-0" 5'-0" 6'-0" T_p^ 1 i EXPOSURE CATEGORY B C B C B C B C B C z EXPOSURE CATEGORY B C B C B C B3 C B I SELF-MATING BEAMS SELF-MATING BEAMS 4; ;4 o� 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" CD Z 2x4x0.044x0.100 13' 7" 11'-4" 12'-2" 10'-2" 11'-1" 9'-3" 10'-_ g'_7» 9'-7 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" _ » » » - " ^ 2x5x0.050x0.100 16 -0 13 -4 14 -4 11 -11 13 -1" 10 -11" 12 -_7 10'-1 11'-4 6 z 2x6x0.050x0.120 19'-2" 16' 4" 1T 2" 14'-8 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" 2x6x0.O50x0.120 19'-2" 16'-0" 17'-2" 14'-4" 15'-8" 13'-1" 14'_ " » r, I �& 12'-1 13'- li 2x7x0.055x0.120 21'-8" 18' 6" 19'-4" 16'-6" 17'-8" 15'-1" 16' 4" 13' 11" 15'-4" 13'-1" aN 2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16'-2" 1T-8" 14'-9" 16'-_ ^ 13'-8" 15'- I d I 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 27'-3" 23-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 4c 2 x 8 x 0.072 x 0.224 3D'-5" 25'-5" 27'-3" 22'-9" 24'-10" 20'-9" 23'-_C0" 19'-2" 21'- 23'- 1'- 2x9x0.072x0.224 32'-11" ;>_8'-1" 29' 6" 25'-1" 26'-11" 22'-11 24'-11" 21'-3" 23'-3' 19' 10" �, 2x9x0.072x0.224 32'-11" 2T-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-.�1" 20' 9" 23'- r 'y 2 x 9 x 0.082 x 0.310 3T-5" 31'-10" 33'-5 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 22'-6" 2 x 9 x 0,082 x 0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-_;3" 23'-7" 26'- 2 x 10 x 0.092 x 0.369 43'-6" :3T-1" 38'-11" 33' 2" 35' 6" 30'-3" 32'-11' 28'-0" 30'-9" 26' 3" >_ 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'- 4 SNAP EXTRUSIONS a w SNAP EXTRUSIONS i €tM m " » " » » gz [, 2 x 2 x 0.044 x 0.044 8'-4" T-6" 7 -9" 6' 9 T-36'-2" 6'-9 5 9 6'-3 5 -4" m5 2x2x0.044x0.044 8'-4" T-5" T-9" 6'-8" 7'-3" 6'-1" 6' ,9j» 5'-_r 6'-3 2 x 3 x 0.045 x 0.045 11'-6" 9'-10" 1 10'-4" 1 8'-10" 9'-5" 8'-1" 8'-9" T-5" I 8'-2" T-0" �� " » - 3�» 7.3» 8'-2 Z� 2x3x0.045x0.045 11'-6 9 -8 10'-4" 8 7" 9 5 7'-10 8 r , yy J W J �I i TYPICAL CABLE BRACE DETAILS EAVE RAIL 1 0 0 0 0 `I ------------------- THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHQkLE. 45 DEGREE TRIANGULAR 0.125 PLATE o WITH(8)#10 SCREWS ASSHOWN PROJECT ADDRESS: PATIO/POOL SCREEN ENCLO I O D 3132'DIAMETER STAINLESS STEEL CABLE 1 O REVISIONS ©2005WILLIAAdJKEIL,PE 14111 [. COUNTY: DRAWING EFFECTIVE 1JANUARY 2005 POST PERMIT NUMBER: 1'x 12'x 0.125 PLATE ,I WIT}i(z,1/4 DIAMETERTAPCONs PROJECT DESCRIPTION: WILLIAM J. KEIL, P.E., NSPE, ° f c� OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY FL PE 53562 I P.O. BOX 23648 FE MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 COMMERCIAL ❑ OTHER: (904) 502-9237 1( ! rc oocrrc,cn cno I I 'ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROQfF BEAMS - <= 15 I`s BEAM SPACING 4'-0" 5'-0" 6'-0" 7t,_0^ 8' I; EXPOSURE CATEGORY B C B C B C B C B .'{ SELF-MATING BEAMS 1 � 2 x 4 x 0.044 x 0.100 18'-11" 18'-11" 16'-11" 16'-11" 15-11" 15-11" 15-2'L' 15'-2" 14'-1" ! 2 x 5 x 0.050 x 0.100 22'-3" 22'-3 20'-10" 20'-10" 19'-3" 19'-3" 17'-7'", 17'-7' 16'-6" 2 x 6 x 0.050 x 0.120 26' 9" 26' 9" 23' 11" 23'-11". 21'-9" 21'-9" 20' 24I' 20'-2- 18'-10' 2 x 7 x 0.055 x 0.120 31'-4" 31'-4" 28'-0" 28'-0" 25'-10" 25'-10" 24'-Z%' 24'-2" 22'-6" 2 x 8 x 0.072 x 0.224 42'-4" 42'-4" 37'-11" 3T-11 34'-6" 34'-6" 31'-1r 31'-11" 29'-11" I; 1 2 x 9 x 0.072 x 0.224 45' 10" 45'-10" 40'-11" 40'-11" 37'-4" 37'-4" 34'-74' 34'.7^ 32' 5" 2x9x0.082x0.310 52' 0" 52'-0" 46'-6" 46'-6" 42'-5" 42'-5 39'-3'1r 39'-3' 36'-9" I ) ' 2 x 10 x 0.092 x 0.369 55'-0" 55'-0" 54'-2" 54'-2" 49'-4" 49'-4" 45 45'-B" 1 42'-9" TYPICAL POST BASE DETAIL AT BRICK STEM WALL $NAP EXTRUSIONS POST 2x2xo.lzs ANGLEEACH SIDE 2 x 2 x 0.044 x 0.044 11' 0" 10'-1" 10'-1" 9' S" 9'-2" 8'-10" 8'-6"' 8.- _ " OF POST WITH(2)911 z 314" S 8 0 SCREWS INTO POST AND(1) " �" 11'-1" 10'-4" I 1/4"TAPCON INTO CONCRETE 2 x 3 x 0.045 x 0.045 14 -8" 13'-11' 13'-1 12'-11" ll'-11" 11'-11" 11'-t. (I WITH 7 MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. CONTINUOUS WITH 19" ' { TAPCONS AT 24'O.C. AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES "I O O FOR EACH 2'INCREPSE IN f.' O O POST DEPTH. ALLOWABLE I BRICK STEM WALLW/tYPESORN SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEA - <- 150 M.P I MORTAR.1"WIDE 16 GAUGE STRAP f BEAM SPACING 4'-0" 5'-0 6'-0 [� 71'_0" 8 REQUIRED AT EACH POST.ATTACH To POST WITH WITH 1M'TAPCON WITH#10 SCREWS AND ff TO FOOTING WEXPOSURE CATEGORY B C B C B C B C B r MINIMUM EMBEDMEIIT. SELF-MATING BEAMS I STRIP FOOTIN13 OR _ SLAB wmHICK=_WED EDGE 2 x 4 x 0.044 x 0.100 20'-8" 20'-8" 18' 6" 18'-6" 17'-4" 17'-4" 16-T% 16'.7" 15-4" ! f' PER TYPICAL DETAILS 2 x 5 x 0.050 x 0.100 24'-3" 24'-3" 22'-9" 22'-9" 21'-0" 21'-0" 19'-21^ 19'-2" 18'-0" `+ 2 x 6 x 0.050 x 0.120 29'-2" 29'-2" 26'-1" 26'-1" 23'-9" 23'-9" 1 22'-(6" 22'-0• 20'-7" tl 2 x 7 x 0.055 x 0.120 34'-2" 34'-2" 30'-7" 30'-7" 28'-2" 28'-2" 26'-4� 26'-4" 24'-7" 2x8x0.072x0.224 46'-2" 46'-2" 41'-4 41'-4" 3T-8" 3T-8" 34' 1Q�, 34'-10" 32'-8" I NOTES: 2 x 9 x 0.072 x 0.224 50'-0" 50'-0" 44'-8" 44'-8" 40'-9" 40'-9" 37'-9�^ 37'-9" ' 35'-4" ' 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLArED. 2 x 9 x 0.082 x 0.310 56-9- 56'-9" 50'-9" 50'-9" 46'-3" 46'-3" 42'-l(O' 42'-10" 40'-1" h" 1 2.OTHER MATERIALSMO EMBERSPREVENT CORROSION.TED AS REQUIREDIRECOMMENDI D FROM 2 x 10 x 0.092 x 0.369 60'-0" 60'-0' 59'-1- 59'-1- 53'-10' 53'-10" 49'-IT' 49'-10' 46'-8" 3.FASTENERS INTO STEM WALL SHALL BELONG ENOUGH TO ACHIEVE AZT EMBEDMENT. SNAP EXTRUSIONS 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED To 4'-T. ` I: { TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2 x 2 x 0.044 x 0.044 11'-0" 10'-1" 10'-1" 9'-5" 9 -2 8'-10 8'- 8'-5" 81-0. 2x3x0.045x0.045 14'-8" 13'-11" 13'-1" 12'-11" 11'-11" 11'-11" 11'- POST 2x2x°.12s AwcL E EAL H SIDE 11'-1" 10'-4" r OF POST WITH(2)#1)z 314" SCREWS INTO POST AND(1) NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL.SPAN LENGTH. 1/4'TAPCON INTO CONCRETE `i WITH T MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL CONTINUOUS WITH ll4" TAPCONS AT 24"O.C. S i AND WITHIN E OF POST INSTALL ADDITIONAL ANGLES ` FOR EACH T INCREASE IN " k O O POST DEPTH. O O BLOCK STEM WALL W1;1)#5 THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLFF I; CONT.HORIZATTOP CFWALL PROJECT ADDRESS: PATIO/POOL SCR1EN ENCLO 6 AND#5 AT WALL ENDS�CORNERS AND 8'-0'O.C.REINFORCED CELLS AND BOND BEAM SHALL BE D GROUTED SOLID. i I'I STRIP RA F00nwr OR REVISIONS ©mm WILLIAM J KEF-PE L( SLAB WITHICKENED EDGE [ PER TYPICAL C ETAS COUNTY: L J DRAWING EFFECTIVE 1 JANUARY 20D5 PERMIT NUMBER: PROJECT DESCRIPTION: NOTES: WILLIAM J. KEIL, P.E., NSPE ! - 1.SELF-TAPPING SHEET METAL SCREWS SHALL SESTAINLESS STEEL ORrnIC-P„`E°. OCCUPANCY/USE TYPEEl SINGLE FAMILY FL PE 53562 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED :FROM P.O. BOX 23648 �[ h FASTENOTHER ERS SHALL CORROSION. MULTI-FAMILY El JACKSONVILLE FL 32241 E f i 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A T EMBEDt'IENT ' I INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL i 4.MAXIMUM WALL HEIGHT SHALL BE LIMITEDT04'-0. r_j COMMERCIAL ED904 OTHER: ) 502-9237 i E1_VA M4RtNp. 3° , t� I. t.lN1? 15 6Kt- 2 ' . "v c. sEo.c�6vo , FTLoN1 M.H= !: .� GK 11 ar 5L 1 MA.K@ cob) W. \ to If l , l` ; ® �s+v. ��. 4.96' �� 3RN� 03' `f t { �� ���� :� 10� O Vr�• �j Or 17��O 3'+1.� tA.as aE s 3 I ria.:, O i , { xr ,d / \ ';`f.rayk''`'Si�'�•, ,aa:w jr. ,. s w:•i :r' Tf kll p e 'p f� MA,% . /Js ZZ-��. '�Ct�P Ls`L- 10.00 L L. Pn,..} e IFE � a I�= o K X G k I c ^ , • r' 1 S t ,. ( 8 2 £ .. :.< • a a _ err. , y x Y " , r * � Ul 442%IS f1m „ r - e,- , : is s _tIT- 1,� .til.. 4. 1' .,). , ♦. , 17 v: t• w �I' „ ir , F 5. . t' r .,. r , A 4j At i L, 1 r } , „ I: • • a s k r.. _ I E w Wr - 1 n� ._.:. ,} y� b n;t=-.: -. _ .. ,.,.•y-,” .,.F.a .. u T4i-'.", .Y'. ,. • 1 qlt • 4 5 a f , r. - - , . L its+ t►3v, oQli P) t a I R• lavc '�,� � �"s:. ,lhiV._ .',l+,i.4► _ Epi S ( - • �' w'C�t / ,z {:, �! .•fr" + _ : y`+ , , I s ' i 1 f ry L , " r ' +, i,� ,.' � ._, _ :. .tet , ->� . .. +,v . .-.. .•,.. , s f - t� > r '.i .i, •t':.3..: : ..t 4iv.. :::d':' .z., �- ... tea...tfF,R'+- hY.� P•A `Sam: , 8 y VVVf : u , M. l• - .y i I M .► 3 T , ptmax + Jt >, ! N 9 v 2 _ rt. @ MSG (,(I s ., •s-7.:ah..-a , :, ..- `. .. :. ._ ; ,,. � �Ci..,"' Alt vt •AAs m 71> toil tF [ _.. ,. ♦: ... ,. .: .. .. s ��....t -�_ mow. : i a . _ ". ... ,.o--Vis•{,' .+i......:'� -.:-- ,-... .: ;. :: ,- :`. . ,. ... :,' - _.;:;. -,.,. ..�. � - • y -'�- "� ,. . •G.. . '- .. _. :-.. - ..x'+43 a '. -. ,' .. .. ..:: .. :,,:. }� -. _ :.. :j•,}� ((F r{ > 1 y, • is e � _ @! — ,. ., ,;; i -. •,r '� Gni�..�` _ �:.� Q_Q � ¢ , { r " .F , , r r @ 1 K f i