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1336 Beach Ave (2) II III ' n m mLA rl O now ZI {Q+ c* n 0 " i ! '. i A 0 N� /O� O Z ; � \.`X .e.�' —3"igiCiec� wic. Fo✓.✓O 8i4..��v,✓ '.� iWL III III ) RI W r ./�C 0 /r/ I I 'I a' Cy �. y s7 0 s j No. d� \�JA5 1 y}+ �je 2 9X' co 3 � iPq A `.w .y. `Y✓OC^'.`y✓tea�-K. - . � ;.�.oe,.z- R-o s 1p f I II III I ! I I I 4 v. v ., l.€... .., ._._..,,..,� .w ,. ., �.t�.a,a 2072 Mayport Rd. Atlantic Bch., FL 3= 05-18-2005 Customer : BEARDALL il. /3kzllie r c=d Z./9 GENERAL.NOTES: O 1,A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2.THE SPANS ARE BASED ON AN OPEN BUILDING ENCLOSURE CLASSIFICATION. 3.THE 2001 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING IS PER CHAPTER 20,TABLE 2002.4. 4.THE EXPOSURE CATEGORY IS C. 5.THE BASIC WIND SPEED IS 120 M.P.H. 1 6.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. /•� OWNER: BEARDALL SITE: 1336 BEACH AVENUE,ATLANTIC BEACH,FL • SCREEN ROOM PLANS AND DETAILS eno - �- REVISIONS ®2005 WILLIAM JKEIL Q I I WILLIAM J. KEIL, P.E., NSPE FL PE 53562 P.O. BOX 23648 JACKSONVILLE, FL 32241 t (904)502-9237 o L CERTIFICATION EXTENDS ONLY FOR CONFORMANCE OF THE MEMBER SPANS WITH THE ALLOWABLE LIMITS. TYPICAL SUPER GUTTER A17ACHMENT SCHEMATIC PLAN AND DETAIL TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM DETAIL HOST STRUCTURE STRA.P 3"WIDE STRAP PER 1/4"DIAMETER x YLAG ATTACH EXTERNALLY WITH(4) LOCATION SCHEMATIC PLAN SCREWS AT 12"O.C.AND PURLIN ATTACH EXTERNALLY WITH(4) #10 Y,3/4"SCREWSTHRU ATTACH INTERNALLY WITH(4) HOST STRUCTURE (3)AT EACH STRAP ATTACH INTERNALLY WITH(2) #10 x 2"SCREWS INTO 2 x 2 x 0.125 ANGLE SLOPED OR FLAT #10 x 3/4'SCREWS THRU 2 x 2 x 0.125 ANGLE (PRE-DRILL) 1 x 2 x O.D50 C-CLIP #10 x 2'SCREWS INTO SCREW GROOVES. WITH(4)#10 SCREWS ATTACH INTERNALLY INTERNAL GROOVES. INTO BEAM AND 2 x 2 FROM POST OR NOTCH PURLIN FOR �5: POST AND 2 x 2 BOTH SIDES OF BEAM. THRU 2 x 2 INTO 0 SCREW GROOVES ...... SELF-MATING BEAM SLOPED OR FLAT 0 io 0 I x 2 ALONG SUPER GUTTE R 2x2 CHAIR RMAIL POST BEAM SPACING EQUAL EQUAL WITH(2)#10 SCREWS AT 0 SUPER ATTACH INTO BEAM PURLIN EACH END ATTACHED 2 x 2 AT 24"D.C. STRAP SPA61NG SHALL GUTTER INTERNALLY FROM 0 BE THE BEAM SPACING BEAM. 0 POST RECEIVING CHANNEL WITH(6) PRESSURE TREATED #110 SCREWS INTERNAL AND(6q) BLOCKING AT EACH #0 SCREWS EXTERNAL STRAP LOCATION NOTE: SEAL GUTTER WALL AT ALL CONNECTION POINTS. TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL GENERAL NOTES AND DESIGN CRITERIA: OFADEQ S AC 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE UATE TRUCTURAL CAP ITY ALIFIED PROFESSIONAL SELF-MATING BEAM 2.THE HOMEOWNERICONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QU SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP 3.THE HOMEOWNER/CCINTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS.WILLIAM J KEIL IS NOT ACTING AS THE ENGINEER OF RECORD FOR THE PROJECT. EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER 4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDK)R CONDITIONS NOT COVERED BY THE SPAN TABLES. WITH If 12 SCREWS INTO BOTH NTH#12 SCREWS INTO 5.THE 2001 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 2D,TABLE 2DD2-4. MEMBERS. GIRDER. OR AB ITY 6�MAXIMUM PURLIN SPACING IS r-0. FOR SPANS GREATER THAN 39'-0',INTERNAL LATERAL BRACING IS REQUIRED F ST IL 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 7.MEAN ROOF HEIGHT SHALL LIC NGTFf COAST AND B FORALL OTH NOTCH BEAM o o 0 ATTACH TO STUD FRAME B.THE EXPOSURE CATEGORY IS PER SITE LOCA71ON-C FOR STR TURES ALO E ATTACH FOR POST 0 WITH 114"DIAMETER x 3" 9.THE BASIC WIND SPEED IS LESS THAN Z OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. INTERNALLY 0 0 LAG SCREWS(PRE-DRILL). 10.THE SPANS ARE BASED ON AN OPEN BUILDING ENCLOSURE CLASSIFICATION. FROM BEAM. 0 0 11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. 0 1 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. 0 0 0 ATTACH TO MASONRY OR PACING IS PROHIBITED. 13. INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED S CONCRETE WITH 114' 4.AA ABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 0 t 0 0 X TAPCON1 WITH A MINI, 14. FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF TINGBEAMT ATTACH INTO 0 1 1 FOR DOME AND FULL"SARI ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS,VERIFY MINIMUM POST SIZE ADEQUACY. (0) 01 EMBEDMENT OF 3". 2 x 2 AT 24'D.C. 1 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. OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. 0 DISTRIBUTE MINIMUM NUMBER OF GIRDER SHALL SEE TABLE FOR o o o /HOST STRUCTURE SCREWS INTO SEAT ANGLE AND BE ONE SIZE 0 MINIMUM NUMBER ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 150 M.P.H. BEAM GIRDER OF SCREWS. BEAM SIDES. BEAM MAYBE TRIMMED DEEPER THAN vi FLUSH WITH 2 x 2 INSTEM OF TRIBUTARY POST SPACING 4�-O' 5'-0' 6'-0' 7 -0 0 0 0 C' j 0 0 0 0 0 0 0 '3 0 G I RODER SSW BE NE ;a TRIMMING TO FIT AROUND 2 x 2. BEAM C B C B C B C z 9 EXPOSURE CATEGORY B C B POST SELF-MATING BEAMS MINIMUM POST SIZE AND#OF SCREWS 91-8. 81-1. 91-11. T-6" 0 - w 2 x 4 x O.D44 x 0.100 12'-10" 10'-8" 1 l'-6" 9'-6" 10'-6" 8 -8 m BEAM SIZE POST SIZE #8 #10 #12 u' 8'-10" TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 2 x 5 x 0.050 x 0.100 15'-1 12'-6' 1 13'-6" 1 l'-3' 12'-4" 10'-3" 1 l'-5" 9'-6- 10'-E z z w SELF-MATING '6 2 x 3 2 x 3 6 4 4 0 2" 13'-6' 3" 13'-8" 1 l'-4" 12'-9" 10'-8' z CL BEAM 2 x 6 x 0.050 x 0.120 18'-1' 15'-1" 16'- 14'-9" 12'- 15-5" 12'- cr 2x4 20 8 6 4 Lu 10" 14'-5" 12'-0" .0. =D C6 2 x 7 x 0.055 x 0.120 20'-5" 17' 18'-3" 15'-2' 16'-8' 13'-10" 0 2x6 2 x 3 10 8 6 2 Z' 0 2 x 8 x 0.072 x 0.224 28'-9- 23'-11' 25'-8' 21'-4" 23'-5" 19'-6" 21'-8" 18'-1" 20'-3" 16'-10" z 2 _- 0 2x6 2x4 10 8 1 6 U->;i; 2 x 2 WIND BRACE 3::m 2 x 9 x 0.072 x 0.224 30'-0" 26-10" 27'-9" 23'-1" 25'-4" 21'-1" 23'-6" 19'-6" 21'-11' 18'-3" 7. m w 20 2x4 14 12 10 u� 30'-0" 29'-4" 3D'-0" 1 26'-3" 28'-9" 23'-11' 26'-8" 22'-2- 24'-11' 1 20'-9" co- 2 x 9 x 0.082 x 0.310 2x8 2x5 16 14 12 -0 -9. m m 0 w 2 x 2 CONTINUOUS 2 x 10 x 0.092 x 0.369 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 27'-10" 30'-0" 25' 29'-0" 24'-l" -o - �>-m L WALL TOP 6i 2x9 2x6 18 16 14 w V5 ATTACH WITH A c Lu 20 SKEWED 0.125 THICK SNAP EXTRUSIONS m 2xlO 2 x 8 1 22 20 18 1 ANGLE CLIP WITH 4'-11" <Z ATTACH NTH A 2 x 2 x O.D44 x 0.044 8'-0' o" T-5' 6'-3" 6'-10" 5'-8" 6'-4' 5'-3" 5'-11" .2 (2)#10 SCREWS INTO m SKEWED ANGLE CLIP 6'-10" T-8" 6'-5' MINIMUM SPACING AND EDGE DISTANCES c> EACH MEMBER BOTH .9 8'-1" 8'-11" T-5" 8'-3 OR WITH(2) 2x3x0.045x0.D45 1 101-11" 91-1" 91 �7 SIDES OR WITH(2)910 SCREWS THROUGH M #8 #10 #12 6i Lu SCREWS THROUGH BRACE AND INTO BRACE AND INTO NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. <co MINIMUM SPACING 518" 3/4" Z 2 x 2 WALL TOP. ROOFBEAM. POST 0 BEYOND WHOLE. z r MIN.ED(-,F DISTANCE 5116' 318' 112-d c 2-is ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILUAM J KEL. WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE FOOTING PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES ;Lc ON GRADE SLAB ON GRADE W1 CONTINUOUS SLAB POST 2x2xD.l25 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE DRAWING 1 OF 4 L OF POST WITH(2)#10 x 3/4' 6x6-Wl.4xWl,4 WWF SCREWS INTO POST AND(1) 1/4'TAPCON INTO CONCRETE REVISIONS (g)2005 WILLIAM J KEL,PE WITH 2"MINIMUM EMBEDMENT. lx2 BASE SCREEN CHANNEL DRAWING EFFECTIVE 1 JANUARY 2005 1 6 COUNTY: CONTINUOUS WITH 19" TAPCONS AT 24"O.C. S t-E AND WITHIN TOF POST INSTALL ADDITION&ANGLE PERMIT NUMBER: FOR EACH 7 INCREASE IN tr (1)*5 CONTINUOUS r PROJECT DESCRIPTION: EDGE OFFSET NOTES: ?MIN, POST DEPTH. 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3". WILLIAM J. KEIL, P.E., NSPE �H-0O 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIRE FABRIC SHALL BE Al 85. 3. FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. FL PE 53562 OCCUPANCY/USE TYPE: 0 SINGLE FAMILY 4.SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAN 350 SQ.FT. APR 0 5 2005 P.O. BOX 23648 OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SQ.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL NOTES: 5.MINIMUM SLAB THICKNESS SHALL BE 3-1/2'ACTUAL THICKNESS. El MULTI-FAMILY El INDUSTRIAL JACKSONVILLE, FL 32241 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLAMD. 6. FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2. ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRED/RECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 3/8'DIAMETER THREADED RODS T-0-LONG THROUGH POST EACH WAY. -9237 OTHER MATERIALS TO PREVENT CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. El COMMERCIAL Q OTHER: (904) 502 r'=:PTl;:lrATl0W;:YTFNr)c:ONt Y rOR THF SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. o ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M. o J P.H. POST SPACING 4' 0" 5'-0" 6'-0" T-0" 8'-0" w� POST SPACING 4'-0" 5'-0" 6'-D" T-0" 8'-0" J= EXPOSURE CATEGORY B C B C B C B C B C o EXPOSURE CATEGORY B C B C B C B C B C Z o =o < SELF-MATING BEAMS o SELF-MATING BEAMS o o 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" yZ 2x4x0.044x0.100 14'-7" 12'-6" 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 9'-5" 10'-3" 8'-10" w 2 x 5 x 0.050 x 0.100 19'-4" 16'-0" 17'-3" 14'-4" 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'-4" <= Y 2x5x0.O50x0.100 1T-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12'-11" 11'-1" 12'-1" 10'-4" 2 x 6 x 0.050 x 0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" J ^ ^ zZ 2x6x0.050x0.120 20 -6" 17 -7 18'-4" 15 -9 16 -9 14 -5" 15'-6 13 -4 14 -6 12'-5 J� 2x7x0.055x0.120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 1 15-4" 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-B" 1T-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0" 36'-9"2 x 8 x 0,072 x 0.224 - - 2X8XD.072 x 0.224 - -82 -125 -026 -722 -1024 -721 -123 -019 -9 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" 2x9x0.072x0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4m co " 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" <� 2 x 9 x 0.082 x 0.31 0. 0 40'-0" 32'-11" 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" <w 2x10x0.092x0.369 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" 37'-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'-3" TZ SNAP EXTRUSIONS <m SNAP EXTRUSIONS 2x2x0.044x0.044 9'-5" 8'-4" 8'-9" 7' 9" 8'-3" T-3" T-10" 6'-9" T-6" 6'-3" Z.gm 2 x 2 x 0.044 x 0.044 T-10" 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6-6" 5'-3" 6'-2" 5'-0" mg 2X3X0.045X0.D45 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" T-7" 8'-11" T-3" 8'-6" 6'-11" z� z� m� Q m Q W m J ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. o ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. o POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" Nw POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" �W EXPOSURE CATEGORY B C B C B C B C B C $ EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS U 6 =$ SELF-MATING BEAMS Z 2x4x0.044x0.100 13'-7" 11' 7" 12'-2" 10'-4" 11'-1" 9'-6" 10' 3" 8' 9" 9'-7" 8'-2" wZ 2 x 4 x 0.044 x 0.100 13'-7" 11'-4" 12'-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 9'-7" 8'-0" WZ 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" Qy 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'-4" 1T-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" Z 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" 2x7X0.055X0.120 21'-8" 18' 6" 19' 4" 16' 6" 1T 8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1" 2x7x0.055x0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" 15'-4" 12'-9" 2 x 8 x 0.072 x D.224 30'-5" 26' 0" 27' 3" 23'-3" 24'-10' 21'-2" 23'-0' 19' 7" 21'-6- 18'-4" 2 x 8 x 0.072 x 0.224 30' S" 255" 2T 3" 22' 9" 24'-10" 20' 9" 23'-0" 19'-2" 21'-6" 17' 2 x 9 x 0.072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19'-10" P P P P P W 2 x 9 x 0.072 x 0.224 32'-11" 2T-6" 29'-6 24 7 26 11 22 5 24 11 20'-9" 23 3" 19'-5" Wy 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" 22'-6" <� 2x9x0.082x0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" <� " " " " " " N' 2x10x0.092x0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29'-7" 32'-11" 27'-5" 30'-9" 25'-8" >z 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" >Z 0, SNAP EXTRUSIONS g m SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T 6" T-9' 6'-9" T-3" 6'-2" 6'-9" 5'-9" 6'-3" 5'-4" m 2x2x0.044x0.044 8'-4" T-5" T-9" 6'-8" T-3" 6' 1" 6'-9" 5'-7" 6'-3" 5' 3" m9 2x3x0,045x0.045 11'-6" 9'-10" 10'-4" 8'-10" 9'-5" 8'-1" 8' 9" T-5" 8'-2" T D" �� Z� 2x3x0.045x0.045 11' 6 9'-8" 10' 4" 8'-7" 9'-5 T 10" 8 9 7 3 8 2" 6 10" Z� 5o am 4w W� o= TYPICAL CABLE BRACE DETAILS Z z. I EAVE RAIL S O O O O -------------------- THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL. WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. O 45 DEGREE TRIANGULAR 0.125 PLATE o I WITH(8)�t1DSCREWS ASSHOWN PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 4 3132"DIAMETER STAINLESS STEEL CABLE O REVISIONS ©20D5 WILLIAM J KEIL,PE COUNTY. DRAWING EFFECTIVE 1 JANUARY2DO5 POST PERMIT NUMBER: 1"x 12"x 0.125'PLATE WITH(2)114°DIAMETERTAPCONS PROJECT DESCRIPTION: -----o WILLIAM J. KEIL, P.E., NSPE FL PE 53562 o OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY P.O. BOX 23648 APR 0 5 2005 ❑ MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 rFRTIFIrGTIf7N cxTFNnS ON1 Y FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED W -41 t CJ T' (tea W41 I 1 FILE COPY �- Oro 4• }V C O t7 W kc- ep 2112-1. 30. Cl i / o 75 d< tfi 1/1 v.: ,w 2+�D 0 !'. a✓ --s G" \,\c� :7 c�/�'{ . ~` �, 7s 1 `'+ 1 ♦ V Np Sc- �( po0� v�� ¢ ONrrv�� 77I►/�+� 1►�/bre -�• �" �'v144 � 1 J � bpi JLOq w r 1 r� _JJ f Q o V i +,F3 J � � - LU Da V IUJ ISI =� /," �, '~ r',,`�*j�j/,�j :.i �' {��•L u- MAY d Q tZ i 1 POOLSHAPE 2 SIZE 3 DEPTHS 4 CAPACITY 51 STEPS BENCH ES 6 SWIMOUT 7 RECESSED STEPS W/GRABRAILS ! B HANDRAILSOC� Fo.�alalFFotS Or ►.ti (( ��SS 9 GRABRAILS S'1{� iari}i!� Or EKckJf1-T'toM t��4cati� r( Fsu (, 10 LIGHT 1t TILE otK ��5 boot 12 CONCRETE DECKING SO FT. 1?EG tS+r`�C A-�C cH�r 13 PAVER DECKING SO FT. 14 PUMP H.P. 15 FILTER 151 CHLORINATOR 17 SKIMMERS 18 MAIN DRAINS j 19 RETURN INLETS 20 CARETAKER FLOOR SYSTEM 21 AUTOMATIC CLEANER 22 RAISED DECK +LcT7a.1 -g x 23 WATER FEATURE(S) Loc.ATi� S`rNFa. 24 SLIDE A3oJ£ v/Ar!?. 4,•�� Co?, 4x CA CPc��tN.EVG1 I I 25 HEATER 26 GAS HOOK-UP A r r. "T YP 27 DECO-DRAIN S rr If 6b WA.�L ttrLir TILE . 28 CLEANING EQUIPMENT ! 29 LEAF SKIMMER WALL BRUSH 4'3 TEST KIT HOSE POLE START-UP CHEMICALS VACUUM 30 SPA INFORMATION CONCRETE E SIZE DEPTH JETS BOOSTER PUMP $Go?71Z w si�i* HEATER COVER LIGHT SPILLOVER L - - - — - G►lO�.�- - - - - - - �--�. '�vo v/AAT, V1,Z V OTHER: CJ4Nf 31 ADDITIONAL SPECIFICATIONS: _t �?£`tTZr i. 1"�oo�S wrc t t F E*l«S7 C7 rscl' "cof 5500 ITS t. Sti-m-AeTf- ;, I �*lc�a5E�7 w,-t'FF S��e`-e-�aS,�G, 5s:-t-�l, Mtr4,.�Gr C-cki�S i�#. S"v✓Aw� �F�os� b2. po ,S ?C-91 c.ctpc �{-�eae_C HiUN� Ott- 4o Ott ?1�E r t4� �TTar4 0 kt£, S c fra c, ao k-Tc S Tv SIC 'A o M►tr.r� ��n, (S a'h�i ri_VO r"�r� P74ISAl S Ar Ce6rZEGf+r'E ea,[6Gt5 G.imc--d46� Do., 4 t'-\ -7^t 4 �lZ,i? "L t�p0`t 04 i"LG*10'5...l�..��r Alp S1£Et H�jq r4 t ACCESS LETTER OF PERMISSION IL" 01c ELEVATIONS TREE REMOVAL Y�Rn c,lti co z" Ya f se,:.q zgt6,c• DIRT REMOVAL "FLA. .si 71P ,%(G COPE CEMENT REMOVAL _ fv ELECTRICAL HOOK-UP r* € b; A SWIMMING POOL FOR THE BATTS COMPANY POOL SPECIFICATIONS General&Swimming Pool Contractors DESIGNED BY �� the 1602 N.3rd Street•Jacksonville Beach, FL 32250 55 DATE FAX (904)2 940457 HOME OFFICE_ Company CPC 037046 j 1 W 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON—MECHANICAL VENT SYSTEM THAT.WILL LIMIT THE W TRANSMISSION OF SUCTION ATTHE OUTLET TO A MAXIMUM z OF 4.5 INCHES OF MERCURY. APPROVED SWIMMING POOL & SPA 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT (SVRS) 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING WITH A COVER THAT COMPLIES VAIN ANSI/ASME A112.19.8 CODE FOR RESIDEN11AL APPLICATIONS. 4. ALL MANUFACTURED SUMPS SHALL COMPLY WITH ANSI/ASME A112.19.8. IF A FIELD—BUILT SUMP IS USED, CD ITS CONSTRUCTION SHALL COMPLY WITH THE MINIMUM DIMENSIONS SHOWN IN FIGURE 1. ENTRAPMENT AVOIDANCE VENT PIPE ANALYSI S_MAXIMUM LENGTH 5. THE VELOCITY ON THE SUCTION SIDE OF THE C14 CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 1!._.0*ab.o I K In 8. CHECK VALVES CANNOT BE INSTALLED ON THE PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM SUCTION SYSTEM. MkIkIllails"I m1mr.111104I.. INCHES FLOW GPM FT. PER SEC. SIZE LENGTH�FT. ro* 7. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A 29* 60 5.74 1 1/2' 32 LLJ QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL 7x z 75 7.17 490 41 & THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL 100 6.7 1 1�2" 0 2 1/2 54 q 1. 1/2w 60 LL LENGTH OF THE MAIN DRAIN LINE. 2 1/2 110 7.37 Aw 73 135 5.86 9. VENT OPENING MUST BE COVERED WITH WIRE'MESH SCREEN TO PREVENT INSECTS. DEBPJS COLLECTION AND 3" 145 6.29 79 BACTERIA. so 175 7.59 1 1 A70 95 177 4- 10. LABEL VENT. POOL SAFETY,DEMCE— DO NOT HANDLE 325 1 8.19 1 1 1/2* U .. . . .. . ating level of the pooL z (2) W SENDS This analysis is based upon maintaining the length of pipe below the oper A TEE, . . . . . . . . .. . . vertical and horizontal. to vacate within 3 seconds based on the size of the pump and the In vent line ow rate. Due to the hydraulic gradient caused by the pump and pip g. the avrldgob: located as close to the too at the dual main drain, as possible with a maxknurn sh LLJ in C� R'W41-I'VE distance of 120. UJ 0 M CT& This document Is the Intellectual property of HCE and cannot be reproduced in whole or pad .�L� 4 1) W BEI In I.; 4,j J without the expressed written approval of HCE. This document Is not valid without the 8001 of Joson W. Rice. P.E. COURTESY Oirt Z 11.1 U_ 11.1 z ...... ...... D L4 MAIN DRAIN z Cx LU MA). _.j R Lu POOL Z In -MAIN DRAIN I' VWENNT LINE CO In In LU 22 Or 0 SAFETY VACUUM RELEASE SYSTEM (SVRS) IM HORNER W CONSULTING ENGINEERS), INC. z W z DAIE REVISION APPROVED DRAWN BY: JWR F % \ E .�AFETY V, REUSE OF D0OUMENTS I'M DOCUMENT AND 71�E IDEAS AND DESIGNS INCORPORAIED MOWN. AS AN INSTRUMENT OF CHECKED BY: JWR PROFESMONAL SEltVl= IS INE PROPERTY OF HMER CONSULMNO JAN DATE: 1-11-05 EIM*IRS AND IS NOT 70 BE USED IN YIHOLE OR IN PART. FOR ANY 07HOt PRO.ECT VAMfOUT 71,1E i W. RICE. P.E. HCE#n/a MTnN AU7HOIMTW OF HOM*R LICENSE # W742 CONSULTING ENGINEERS EXPIRES 2-28-2006 PAGE I OF I '. . 'I ',. SII �I,I Q y _ 1 j � i[i J� t �''tY• / �� �/' �! _ _- --.. � i WA fir' \ ♦ •�ti Q/�'f ti ,�. ' QKI I, I'�I I i, ��, (1 � o tai ,• �i ;I. � � Ill (r� � a- '"L.. •. Ar ti �02�/ - �r -77ri+�[ '���brf! F s APPROVED Fr !J N o7 v /'o CITY OF ATLANTIC BEACH ! ! , V { BUILDING OFFICE - f FILE COPY _JUN o 3 2005 q ` N _ V ' I J IN I 290tAv to op �3 -1 lW e. . F COPY V) �; NO r - 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 ENCLOSURES HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) BEAM -Z �,j-z ROOF PLAN go ROOF PLAN 90 e ROOF PLAN Zo 2 VIEW OOF PLAN g 0 LD IEW 90 g VIEW A..J.. Lu OOF 9 2z VIEW ROOF PLAN -< ROOF PLAN z ROOF PLAN — w L5 W -1 IEW Ip IEW 1-1 J-.1.1.1 slil, z H 9 w V Lu;!i ROOF PLAN Lu* VIEW W VIEW w uj ROOF PLAN 2 0 V R PLAN w w m 2 x 2 BRACE w id ul 2�9 V m w G?�9 VIEW 2 w 2x 2 BRACE 0 0 VIEW CO Lu co.1 01 (PICAL) g 717 *i z 6: END WALL (TYPICAL) > E3� 5 D- END WALL W -t� ELEVATION END WALL CR ELEVATION END WALL END WALL CHAIR RAIL ELEVAT END WALL ELEVATION END WALL ION END WALL CHAIR RAIL w 2 x 2 BRACE 2 x 2 BRACE ELEVATION END WALL ELEVATION END WALL ELEVATION POST 49QM6"" ELEVATION POST (TYPICAL) (TYPICAL) ELEVAIJUN ELEVATION FOUNDATION FOUNDATION (TYPICAL) (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMB& NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 3DO SQUARE FEET OF SURFACE AREA. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 3DO SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES EAVE RAIL FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE ATTACHMENT M?ICAL) HOST STRUCTURE SELF-MATING BEAM PURLIN NOT SHOWN (1)#B SCREW AT ATTACHMENT(TYPICAL) 24"O.C.TOP AND Z BOTTOM ROOF PLAN GIRDER Roo'PLAN 0 ROOF PLAN 0 VIEW VIEW 5 x 4 x 0.125 PLATE 000 zo VIEW BEAM C)0:\ 0 ROOF PLAN r7-1 A-Z 1_f2 a WITH(6)#10 SCREWS 0 0 0 f_� 2 x 2 BRACE I VIEW 0 9;5 V5 Lu 0 0 - w INTO POST AND(4) 0 " 0 Cc) 0 Z 6: 0 1 r7= 00 #10 SCREWS INTO 0 2 x 2 BRACE 0 0 1<> '0 END WALL 2 LU I rl BRACE 0 0 - - ELEVATION EID WALLN END WALL CHAIR RAIL END WALL 0 0: \\0 0 VATIO fTT7 2 x 2 x 0.044 BRACE E kaz� ELEVATION POST . ..... ALUMINUM PLATE 2 x 2 BRACE ELEVATION 0\ - FOUNDATION7— (TYPICAL) 00 0.125"THICKBOTH FOUNDATION 0 SIDES WITH (TYPICAL) 5 x 12 x 0.125 PLATE \\. (TYPICAL) (9)1/4"x 7V SCREWS POST WITH(8)#10 SCREWS NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. S INTO EACH MEMBER \.C) : ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 3DO SQUARE FEET OF SURFACE AREA. t,\O '. EXTENDS MORE THAN IV-0'FROM THE HOST STRUCTURE. INTO POST AND(4)#ID 00 BEING SPLICED. SCREWS INTO BRACE ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. NOTE: DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE CHAIR RAJL C) 0 INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)19"SCREWS FOR 2 x 9.USE 025" :0 0 -0. 81 0" 0 0 THICK PLATE AND(16)114'SCREWS FOR 2 x 10. BEAM SPACING 4'-0' 6'-0' T-0' z 4 x 4 x 0 125 PLATE WITH(6)#ID SCREWS NOTE:KNEE EXPOSURE CATEGORY B C B C B C B C B C " C) TYPICAL KNEE BRACE DETAIL AND SCHEDULE INTO PbSTAND(4)#10SCREWS INTO BRACES ARE NOT SELF-MATING BEAMS BRACE AND(2)#10 SCREWS INTO BASE 0 SELF-MATING BEAM REQUIRED FOR z POST 01- o C) SLOPED OR FLAT THE TABULATED 2 x 4 x 0.044 x 0.100 17'-3* 17'-3' 15'-5" 15-5" 14'-6" 14'-6' 13'-10" 13'-10" 12'-10" 12'-10" zw SPANS. 2 x 5 x 0.050 x 0.100 20'-3' 20'-3' 19'-0" 19'-0" 17'-6" 1T-6" 16'-0" 16'-0" 15'-0" 15'-0 I POST 5-11 A(N" C) C) C) 4" 21' 21'-9" 19'-10* 19'-10" 18'-4" 18'-4" 17'-2" 17'-2" 2 x 6 x 0.050 x 0.120 24'.4 24'- 0 2 x 2 x 0.044 BRACE 0 0 0 POST -6. C6 0 2 x 7 x 0 28'-6" 25'-6" 25'-6" 23'-6' 23'-6' 22'-0' 22'-0" 20'-6 20 -6 (2)114'TAPCONS AT BASE OF FRAME 0 0 0 .055 x 0.120 28 CL: 0 C).' 0 c):-,— 0 0 0 / 0 0/ 2 x 8 x 0.072 x 0.224 38'-6' 38'-6" 34'-6" 34'-6" 31'-5" 31'-5" 29'-1" 29'-1" 27'-3" 27'-3" 17 BASE RAIL 2 x 9 x 0.072 x 0.224 4l'-8" 1 41'-8" 37'-3" 37'-3" 1 34'-0" 34'-0" 3l'-6" 31'-6" 29'-6' 29'-6- m POST---- 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' 33'-5' 33'-5' TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0' 2 x 10 x 0.092 x 0.369 50'-0" 50'-0" 49'-3" 49'-3" 44'-11" 44'-11 41'-7- 4l'-7' 38'-11' 38'-11" \—RECEIVING CHANNEL sa c� 2 x 2 x 0.125 ANGLE 0 Z MAY BE SUBSTITUTED SNAP EXTRUSIONS w FOR THE H-CHANNtL M 8, < 2 x 2 x O.D44 x 0.044 1 l'-0 10,-1" 10,-1" 91-5 9'-2" 8'-10" 8'-6" 8'-5 -0. -0. w m U 0 KNEE BRACE 0 SEE TABLE FOR 0 SI 2 x 3 x 0.045 x Q.D41, 14'-8" 13'-11" 1 13'-1" 12'-1 l" ll'-11" 1 1 l'-11" 1 l'-1" 1 l'-1" 10'-4" 10'-4' Z'4 "o 0: SIZE AND SECTION VIEW 1 CONNECTORS TYPICAL ALLOWABLE SPAN INCREASES PERMITTED FOR SELF-MATING BEAMS PURLIN BEYOND (4)#10 x T SCREWS 10 w < NOTE:SEE DRAWING 4 OF 4 FOR ALLOWABLE SPANS PER ROOF TYPE ELEVATION INTO INTERNAL GROOVESOF �AN ��x 1.1 SPAN x 1.2 b R KNEE BRACE LENGTH z 0 PURLIN I I I THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. I 1/2 OF SELF-MATING BEAM MINIMUM SIZE KNEE BRACE AND CONNECTION PROJECT ADDRESS: PURLIN BRACELENGTH PATIO/POOL SCREEN ENCLOSURES 2 x 2 x 0.125 ANGLE EXTRUSION CONNECTION N TRIM OUTSTANDING V TO 74r 2 x 2 x 0.044 2'H-CHANNEL WITH(3)#10 EACH SIDE DRAWING 2 OF 4 LEG TO FIT BEAM TO T-V 2 x 3 x 0.050 27 H-CHANNEL WITH(3)#10 EACH SIDE lr2 OF SELF-MATING B WIDTH TO 4'-B" 2 x 4 x O.D44 NOTCH EXTRUSION OVER BEAM AND POST REVISIONS EAM G 2005 WILLIAM J KEII_PE AND ATTACH WITH(4)#10 EACH SIDE DRAWING EFFECTIVE 1 JANUARY 2DD5 NOTE'ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES COUNTY: ARE ON BOTH ENDS OF THE SPAN. FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF lr2 THE --i KNEE BRACE LENGTH IS ALLOWED. PLAN VIEW PERMIT NUMBER: PROJECT DESCRIPTION: WILLIAM J. KEIL, P.E., NSPE 1/2 OF SELF-MATING 8 FL PE 53562 OCCUPANCY/USE TYPE: El SINGLE FAMILY P.O. BOX 23648 APR 0 5 2005 PURLIN MULTI-FAMILY D INDUSTRIAL JACKSONVILLE, FL 32241 NOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAM/GIRDER 1(904)502-9237 0 COMMERCIAL [I OTHER: P-1—ATI�M C—IMC nMl V rrW9>TWr QCIAN TARI Pq qPrNrlrT)rr)p THP RTRI Ir.Tt]RAI 9HAPFS LISTEC ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS- < - 150 M.P.H. o BEAM SPACING 4'-0' 5'-0' 6.-0. T-0" B. 0" EXPOSURE CATEGORY B C B C B C B C B C Z I <o SELF-MATING BEAMS 2x4x0.044x0.10D 18'-11" 18' 11" 16 -11" 16'-11" 15'-11" 15'-11" 15'-2" 15'-2" 14'-1" 14'-1" "Z 2x5xO.050x0.100 22'-3" 22'-3" 20'-10" 20'-10" 19'-3" 19'-3" 17'-7" 17'-7" 16'-6" 16'-6" _ 2x6x0.050x0.120 26'-9" 26'-9" 23'-11" 23'-11" 21'-9" 21'-9" 20'-2" 20'-2" 18'-10" 18'-10" J 2 x 7 x 0.055 x 0.120 31'-4- 31'-4" 28'-0" 28'-0" 25'-10" 25'-10" 24' 2" 24'-2" 22'-6" 22' 6" a 2 x 8 x 0.072 x 0.224 42'-4" 42'-4" 37'-11" 37'-11" 34'-6" 34'-6" 31'-11" 31'-11" 29'-11" 29'-11" 2 x 9 x 0.072 x 0.224 45'-10" 45'-10" 40'-11" 40'-11" 37'-4" 37'-4" 34'-7" 34'-7" 32'-5" 32'-5" w 2 x 9 x 0.082 x 0.310 52'-0" 52'-0" 46'-6" 46'-6" 42'-5" 42'-5" 39'-3" 39'-3" 36'-9" 36'-9" <� 2 x 10 x 0.092 x 0.369 55'-0" 55'-0" 54'-2" 54'-2" 49'-4" 49'-4" 45'-8" 45'-8" 42'-9" 42'-9" oZ TYPICAL POST BASE DETAIL AT BRICK STEM WALL SNAP EXTRUSIONS Lu co POST 2x2xD.125 ANGLE EACH SIDE 2 x 2 x 0.044 x 0.044 11' 0" 10'-1" 1 D'-1" 9'-5" 9'-2" 8'-10" 8'-6" 8'-5" 8'-0" B.-D. m OF POST WITH(2)#10 x 314' SCREWS INTO POST AND(1) 2 x 3 x 0.045 x 0.045 14'-8" 13'-11' 13--l' 12'-Il' 11'-11" 11'-11" 11'-1" 11'-1" 10'-4" 10'-4" Z 114"TAPCON INTO CONCRETE WITH 2"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. ¢m CONTINUOUS WITH 19" J z r=n ANDTAPCONSWITH N 24'O.C. INSTALL ADDITIONAL ANGLES AND WITHIN 6 OF POST FOR EACH 7 INCREASE IN O O POST DEPTH. 0 o ALLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS-< = 150 M.P.H. o BRICK STEM WALL W/1YPE S OR N J y MORTAR. V WIDE 16 GAUGE STRAP BEAM SPACING 4'-0" 5'-0" 6'-Q' T 0" 8'-0" w Zi REQUIRED AT EACH POST.ATTACH To POST WITH(2)#10 SCREWS AND EXPOSURE CATEGORY B C B C B C B C B C o TO FOOTING WITH 114"TAPCON WITH 7 MINIMUM EMBEDMENT. SELF-MATING BEAMS O to STRIP FOOTING OR SLAB WITHICKENED EDGE 2 x 4 x 0.044 x 0.100 20'.8' 20' 8" 18' 6" 18' 6" IT 4" 17'-4" 16'-7" 16' 7" 15'-4" E20' co 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'-2" 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" 22'-0" 22'-0" 20'-7" - 1 " 1 1 R 1 R R2 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" 37'-8" 37'-8" 34'-10" 34'-10" 32'-8" 32 -8 • - 1 - 1 - R 1 R - - 1 Nores: 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 35 4" m 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZIN4PLATED. 2 X 9 X O.D82 x 0.31 D 56'-9" 56''9" 5D'-9" 5O'-9" 46''3" 46' 3" 42' 1 O" 42'-1 O" 4D' 1" 40' 1" c 2. ALUMINUM ALLOY MEMBERS SHALL BE IsoLareD as REQUIREDIREcoMMENDEDFRQM2 x 10 x 0.092 x 0.369 60'-0" 60'-0" 59'-1" 59'-1" 53'-10" 53'-10" 49'-1D" 49'-10" 46'-8" 46' OTHER MATERIALS TO PREVENT CORROSION. -8" o s 3. FASTENERS INTO STEM WALL SHALL BELONG ENOUGH TO ACHIEVE A7 EMBEDMENT. SNAP EXTRUSIONS <w 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED T°4'-D". 2x2x0.044x0.044 11'-0" 1D'-1" 10'-1" 9'-5" 9'-2" 8'-10" 8'-6" 8'-5" 8'-0" 8'-0" m TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 1 - 1 - 1 - 1 - 1 - 1 - ' POST 2x2x0.125 ANGLE EACH SIDE 2 x 3 x 0.045 x 0.045 14 -8 13 -11 13'-1" 12'-11" 11 -11 11 -11 11 1" 11'-1 10 4 10 4" Z 5- OF POST WITH(2)#1D x 3/4" w 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. a m 114"TAPCON INTO CONCRETE o= o WITH 7 MINIMUM EMBEDMENT. Z w o 1x2 BASE SCREEN CHANNEL CONTINUOUS WITH 114" o TAPCONS AT 24.O.C. AND WITHIN 6"OF POST INSTALL ADDITIONAL ANGLES O O FOR EACH 7 INCREASE IN z POST DEPTH. a O O BLOCK STEM WALL W/(1)#5 THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. I CONT.ATHORIZ AT WALLTOPOFWALL PATIO/POOL SCREEN ENCLOSURES v AND#sArwALLENDSICORNERs PROJECT ADDRESS: AND 6'-0"O.C.REINFORCED CELLS • AND BOND BEAM SHALL BE DRAWING 4 OF 4 LL GROUTED SOLID. STRIP FOOTING OR REVI S I ONS ©2005 WILLIAM J KEIL,PE LL SLAB WIfHICKENED EDGE -�/ PER TYPICAL DETAILS COUNT l : DRAWING EFFECTIVE I JANUARY 2DD5 u z c PERMIT NUMBER: u Ex PROJECT DESCRIPTION: - " u • WILLIAM J. KEIL, P.E., NSPE a NOTES: FL PE 53562 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY P.O. BOX 23648 APR 0 5 2005 2. ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM OTHER TENERSI T STEMWAL PREVENT SHALLCORROSION. O❑ MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 3. FASTENERS INTO STEM WALL SHALL BELONG ENOUGH TO ACHIEVE A7 EMBEDMENT INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED T04'-0. EDCOMMERCIAL El OTHER: (904) 502-9237 0 '',i r C:PTICIPATIf1"1 PYTPNnV 11NI V Cf1R THF CPGN TLRI FC CPPl:ICIPI'1 Pf1R THP CTRI V:TI RAI CHLPFC I ICT;:r 1 POOL SHAPE 2 SIZE ! 3 DEPTHS 4 CAPACITY 5 STEPS { ' BENCH(ES) I I ! 6 SWIMOUT 7 RECESSED STEPS W/GRABRAILS � w " 8 HANDRAILS aa- 9 GRABRAILS _ ' RA 10 LIGHT 11 TILE f � "cF 12 CONCRETE DECKING SQ FT. t I 13 PAVER DECKING SQ FT.45=-t {` E q I fid i 1 14 PUMP �'�{Q ; \����o�;C H.P. � I � � 0 ' € 15 FILTER -1 c�froc e 15 CHLORINATOR � . ewr S A I Y" 17 SKIMMER(S) 18 MAIN DRAINS 19 RETURN INLETS 20 CARETAKER FLOOR SYSTEM � '^ " f CITY APPROVED .:" 1 t �-� OF ATLANTIC BEACH 21 AUTOMATIC CLEANER ���- � 3�+y --- BUILDING OFFICE I 22 RAISED DECK C i A�/ 23 WATER FEATURES P<� -Mi fi M/�1 3 j 24 SLIDE 7 2 2005 JF7N 1 25 HEATER 94'G?fit.- . ? ;—ws�14;% 12 S�y Sk .Mr+ Z 1 , By: 26 GAS HOOK-UP 27 DECO-DRAIN til C 28 CLEANING EQUIPMENT T +> I 29 LEAF SKIMMER WALL BRUSH 3 � TEST KIT HOSE POLE START-UP CHEMICALS _ tf ,j23 I VACUUM 30 SPA INFORMATION CONCRETE r e �( � " A, SIZE DEPTH ? G: l„o" 1a JETS BOOSTER PUMP L`r v T0 HEATER COVER LIGHT SPILLOVER i OTHER: 31 ADDITIONAL SPECIFICATIONS: t Dv '&4 OVA p4iV wt I L 017 T KAY 2 ACCESSS i3� LETTER OF PERMISSION L-C .,; I ELEVATIONS - TREE REMOVAL r� DIRT REMOVAL t i CEMENT REMOVAL A j Scale 1/8"=1' ELECTRICAL HOOK-UP A A SWIMMING POOL FOR THE BATTS COMPANY POOL SPECIFICATIONS ,. } ;x General&Swimming Pool Contractors 1602 N.3rd Street •Jacksonville Beach, FL 32250 DESIGNED BYr ca '. 1, 1 ,e. ..,,� the I! I DATE 4 �`�� � �_�r ,- I��.� �► b (904) 246-2455 "' FAX (904) 249-0457 HOME OFFICE company CPC 037046 FI i 5 1 POOL SHAPE . .. rust F4 SIZE 3 DEPTHS 4 CAPACITY STEPS 1 BENCH(ES) 61 SWIMOUT 7 RECESSED STEPS W/GRABRAILS het tL Com' 81 HANDRAILS ' 91 GRABRAILS - 10 LIGHT 11 TILE i((�" �t 7 ?oCar. `c 12 CONCRETE DECKING SO FT, 13 PAVER DECKING SO FT, ➢ 14 PUMP til 1 QL ' C"t H.P. 4 e 15 FILTER 15 CHLORINATOR 7fl�� c�`�' ;' SA` , 17 SKIMMER(S) 18 MAIN DRAINS 2 1 y ! 191 RETURN INLETS ) 20 CARETAKER FLOOR SYSTEM , .41 21 AUTOMATIC CLEANER �o�Ac a �(��> O r t.�a 22 RAISED DECK F� 23 WATER FEATURES LA) V<CtL 24 SLIDE 25 HEATER 12 a _'_. 26 GAS HOOK—UP — i 27 DECO—DRAIN 28 CLEANING EQUIPMENT I e' C � � + 1 29 LEAF SKIMMER WALL BRUSH Q TEST KIT HOSE POLE START-UP CHEMICALSi VACUUM '$ Y U._.a.=•,,,x_.� .. . _ N -, "E"e �( {fig tl7� 301 SPA INFORMATION CONCRETE � ' lcXor�` SIZE DEPTH JETS BOOSTER PUMP s HEATER COVER { i t LIGHT SPILLOVER T_>CXA OTHER: i f 31 ADDITIONAL SPECIFICATIONS: F 6 I I ACCESS SIDE LETTER OF PERMISSION ELEVATIONS ( - E I s F . C I TREE REMOVAL DIRT REMOVAL E ' I CEMENT REMOVAL ,,. Scale 1/8"=1' ELECTRICAL HOOK-UP 5 f THE BATTS COMPANY j A SWIMMING POOL FOR Y General&Swimming Pool Contractors POOL SPECIFICATIONS T r*L` `1M 1602 N.3rd Street •Jacksonville Beach, FL 32250 {t�h�e}}� (904) 246-2455 DESIGNED BY 1 4`� �� bdit DATE '41t, 2 f _.F r company FAX(904)249-0457 HOME OFFICE cPc 037046 SII