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2340 W OCEANFOREST DR RESO18-0056 RESIDENTIAL OTHER PERMIT20' EASEMENT FOR 14 N 0) -16 1— ^ Cn W O J � Z O o t<i x _ G2 Z N N Z O a r (nZ. (n a o 0 ... z SET 1 /�' WITH CAI w "LB.622 a W O 1 N Z m SURVEYOR'S REPORT do NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. ALL BOUNDARY INFORMATION PERTAINS TO PLAT OF SUBDIVISION NOTED IN CAPTION. THE BASELINE FOR BEARING ORIENTATION IS THE WESTERLY ROAD TANGENT OF OCEANFOREST DRIVE WEST, AS SHOWN ON THE SUBJECT PLAT BEING NORTH 12'04'35' EAST. 3. SUBJECT SURVEY WAS DONE WITHOUT BENEFIT OF TITLE ABSTRACT,• THEREFORE, THERE MAY BE EASEMENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN HEREON. GRAPHIC SCALE 20 0 10 - 20 40 ( IN FEET ) 1 inch = 20 ft. MAP SHOWING A BOUNDARY SURVEY OF SET WITH1/2" CAP IP LOT 33, AS SHOWN ON MAP OF LB.6226' OCEANWALK — UNIT FOUR " ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 42, -LOT 32 PAGES 18 TO 18C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. (C)N82727'59"W P)N82'2T59"yy 205.27 DRAINAGE,205.27 �tUj-nnLjT�jE_SjC SEWER 158.00' Ea0SE0 COURTyARO 40.3' STEPS CONCRETE �t PATIO of 16.9. O / J If .41 N 4.3 IP I 1 -STORY 1. STEPS MASONRY RESIDENCE Q NUMBER 2340 158 (P)N7g (C)N 79.3S'07"W 35'07"W 75.3' A/C % PAD ~-+ (0)195.14' CLEANOUT (C)195.14' OCEANW LOT 10 PLAT ACK 2. P NIT BOOK 4 AGE 1'1 -TREE lite e- — 0.401,0 74) 17728 vl &'osS -3 d �m6s ft `JL4 � Cc�t°y" _ LOT 32 6' WOOD FENCE UES INSIDE EASEMENT WALL ENTRY 2' COLUMN (TYPICAL) CONCRETE do BRICK VJ DRIVEWAY m 21.6' Zo co N 0 36.gq. of CURVE Cl (P) R = 476.94' L = 90.00 CH Brg = S12'04'35"W CH = 90.00' CURVE Cl (F) R = 476.94' L = 90.00' CH Brg = S12'04'35"W CH = 89.90' CERTIFIED AS BEING CORRECT TO: MITCHELLE HOLLAND (p)25 O3, FND. MAGNETIC SIGNAL 69' �Pi26 >>, SIDEWALK.NDER 000LD FND. 1/2" IP' ?639. WITH CAP NOT REACH. "SSS-624LG" !r CURVE 4 (P) R=501.94' 2 U A = 18'11'37" W L = 159.38' W p CH Brg = S08'32'47"W C 0 $ CH = 158.72' W ; � O ti (p)25 O3, FND. MAGNETIC SIGNAL 69' �Pi26 >>, SIDEWALK.NDER 000LD FND. 1/2" IP' ?639. WITH CAP NOT REACH. "SSS-624LG" O M > M �N y M N LL 6l LO00 L 1010 M C fu0 Cl'04 C004 N -0 u O C d r. N a00 Lu 0 n p Li =Na E00 E CENTER OF o > L: w ---------------- UPPER WINDOWS 0 m _ o -• WALL MOUNT ro _ ------------------ c o p; a ab \ 3. (n m 00 � F. %- \=in moo 3' 7-1/4" \ \ \ � Lo \ \ ` ©Q a� cuC \ \ \ \ r@� c Q °' E� w� \ \ \ \ONa o \ \ \ ao 2 �wU O w -0E m 0 v v v vv 0 a0 w C, /'! \ \ 6�. v 698 v ��\\liilii =.c� cmcLn nm-- ca c „��._ v0 vm°a= _ r 2x10 SMB * ' N ? 24' 1-1/2" e Y ST OF ; �s•FLORIOP.• �� _ W .� S a � Z) (n z 2' 0" o Lu wv co O CL 2x2x045 F- zLu N 0 Lu 73W36" z � J gu� �� 22" J Li.l i O Q Ln Ln o C) � v ~ _ w o o co (� '. N N N C) z Ili O m i 'tel%7l�/7l� � 'I �i1�11�i11�' 10' 8" 10' 8" 24' 1-1/2" r- �r _ REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC'. BEACH SHEET # OFFICECOPY SEE PERMITS FOR ADDITIONAL RE61JIREMENTS AND CONDITIONS 1 REVIEWED BY: DATE: l-10f ix2x045 46" II; 36" I! 14" 19" DOOR 2x10 SMB N � � � iii it � In m � O O ' I � OX (n O X X X e�F X X N X X --------- 'III Ilj 2x2x045 1x2x045 ` 9.875' N FLAT 2x10 SMB ��8�� ss� N .N•y � e�F X ` 9.875' N `6 .875" ` N 2x10 SMB ��8�� ss� N .N•y � e�F X I- X 2' OB *PERIMETER - - NOTE ,l1: LONG 1M6 INTO WOOD HOST AND lyre X 2x" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1' EMBEDMENT TYPICAL)/ SPACING 24',O.C. AND WITHIN 6' OF EACH PERPENDICULAR MEMBER 1� X 1' X 1/16' ANGLES 2' LONG WITH 2-f8 X 172' LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE' TOP it k BOTTOM) a I NOTA', i�i'pVI�7g HOST. STRUCTUK • .. EIFMENTS:. H I 1 LIE 0 05 6, t TYPICAL 1 x 2 TO HOST AT CORNER, B x � `�� �.>�`�. �'�'`� �A�� Y✓%'SIX `�1� �e�i� � I�r (,� I� 2- / 10 S.M.S. FROM INSIDE FACE OF HOLLOW GIRT (t EMBEDMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT - TYPICAL FOUNDATION DETAILS Ribbon Footing N e. 12" Slab on Grade OK 6x610/10WM 1-#5, 2-#4;1 or 3 #3 rebar cont._ NOTES: 1. Concrete shall be minimum 2500 psi- C 2. Fibermesh shall be used in lieu of welde 3. Slab on grade shall be used for roof are less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2" S. Foundation shall bear on compacted sut 6. Pile type footing shall have 3/8" diametli 7. Embeded aluminum posts shall be isolal S. Posts supporting carrier beams shall hal A minimum of one cubic foot of concrete ft 2- 1 10 SMS. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1- EMBEDMENT MINIMUM.) -1 SELF MATING POST OR HOLLOW POST. 2' X 2" HOLLOW HORIZONTAL (GIRT). I11A,,,A 111 "Z-6U?5 TYPICAL CHAIR RAIL TO POST DETAIL ERIME � Anchor bolt FASTEN PEER NOTES IP 2" x 2" x.125 angle " X 2" HOLLOW HORIZONTAL each side post (GRT). < NOTE p1: USE 14'e X 3' LONG LAGS INTO w ^^ ^ WOOD HOSL,AND 14'e X 2%' LONG CONCRETE SCREWS INTO CONCRETE OR tapcon Ij,r �N4�s P MASONRY CONSTRUCTION (1' EMBEDMENT TYPICAL)/ SPACING 24' O.C. AND WITHIN I~AcN '7''. P05 -r 6" OF EACH PERPENDICULAR MEMBER 2- / 10 S.M.S. FROM INSIDE FACE OF HOLLOW GIRT (t EMBEDMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT - TYPICAL FOUNDATION DETAILS Ribbon Footing N e. 12" Slab on Grade OK 6x610/10WM 1-#5, 2-#4;1 or 3 #3 rebar cont._ NOTES: 1. Concrete shall be minimum 2500 psi- C 2. Fibermesh shall be used in lieu of welde 3. Slab on grade shall be used for roof are less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2" S. Foundation shall bear on compacted sut 6. Pile type footing shall have 3/8" diametli 7. Embeded aluminum posts shall be isolal S. Posts supporting carrier beams shall hal A minimum of one cubic foot of concrete ft 2- 1 10 SMS. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1- EMBEDMENT MINIMUM.) -1 SELF MATING POST OR HOLLOW POST. 2' X 2" HOLLOW HORIZONTAL (GIRT). I11A,,,A 111 "Z-6U?5 TYPICAL CHAIR RAIL TO POST DETAIL 9-4 pp'r(o m ( t'L 6 Post Anchor bolt 1" x 2" cont. wf 2" x 2" x.125 angle %$ xe , tapcons I each side post at 24" o, c. 2 - #10 x 3A" sms into post and T/4" FoR klooe 4�-K tapcon Ij,r �N4�s P 2" Min edge I~AcN '7''. P05 -r SIZE �iZ ��`,�i0 5tfi5 •r�211Vi TYPICAL POST BASE DETAIL Pile Type Footing . Slab With Thickened 1 12:15.00' 05 -1- r— e 1�610r- 0—g-6 k 6 10/10 ver for rebar shall be 3". t�LI wire mesh. less than 360 sq. ft. or for posts with tributary areas rade with 1500psi minimum bearing capacity. rods 12" long thru posts each way. d from concrete to prevent corrosion. adequate foundation for hold down capacity. each ten square feet of screen roof. Typical Cage Bracing Details. 5-3/41 X In x 1/8" Galy, Strop 2- 5/161 Anchor bolt (Expansion Bolt GalvAnized Strap Detail Carnelbock Nith �Z.- 1/4'1 x . 1%": !'PS ��' 5/5 Cable J 6,aa-1E L BACK pE5'TA I L - NOTE' 1. self -tapping SMS shall be stainless steel or zinc coated. 2. Members shall be isolated as recommended to prevent corrosion. Triangular plate W/8 - #10 sms. 5/5 Cable Cable required when enclosure extends more than 18' from host. One pair of cables for every 300 sq. ft. wall surface area. NICO Sleeve 5/5 Cable '—Looped Gable i®9" ib,YGvtJ IP-rc ...� 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 -1C &'M EA a+bon X1,'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 the height 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. _ MINIMUM POST SIZE AND NO. OF SCREWS Beam Size Post Size #8 #10 #14 SCREEN/GLASS ROOMS & ENCLOSURES 10 8 6 Vincent Seibold PE 48288 2x5 2x4 6 1015 Atlantic Blvd. #128 2 x 6 2 x 4 10 8 2 x 7 2 x 5 14 12 10 Atlantic Beach, FL. 32233 2x8 2x6 b 14 12•` 16 14 Phone: 904-568-4112 2 x 9 2 x 7 irk 2x10 2 x 8 MINIMUM SPACING AND EDGE A#14S Minimum Spacing 5/8 3/4 1 Min. Edge Distance 5/16" 3/8" 1/2" Lu, PLO 111 11111 BEAM STITCH SCREWS ® 24. O.C. TOP AND BOTTOM (#10 SMS TYPICAL) - SCREEN ROOF BEAMS.- SIZE PER TABLE 101 / MAXIMUM SPACING B' - 0. O.C. Typical Super Gutter to Fascia Detail 2" X 2" PURLIN (MA IMU � I t^ � � !V4 r 014 f�, S C_ rte^ �1 , PURLIN SPACING T-j")�� ��� (2)tDx2' S.M.S. 24' O.C. into Rafter Tails arld (2) at Each Cwtter/Srace Cartection 21 5.M.B, Gutter Brace at E=h Bear, _ _ = 2-#)Oxl/2' 5.M.5, of Both Brace 2EACH (MIN.) #10 X 1 1/2" LONG S.M.S. (TYPICAL) INTO SCREW BOS: SECTION OF CONCEALED FASTENER CONNECTION 1" X 2 1/8" X.062 RECEIVING CHANNEL ALTERNATE CONNECTOR 1" X IM==7= LES 2" X 2- PURLIN (MAXIMUM 2" LONPURLIN SPACING 7'-0") O ° _ b .0 — — (4) #B S.M.S. INTO BEAM �-- (2) #8 S.MIDE O INTO - EACH SIDE (TPP) EACH SIDE OF PURLIN SCREEN ROOF BEAMS - SIZE PER TABLE 101 / MAXIMUM SPACING 8' - 0" O.C. SECTION OF ANGLE OR CHANNEL CONNECTORS PURLIN TO BEAM CONNECTIONS RECEIVING CHANNEL Wt % #10X3/4" INTO GIRT EACH FACE &(3) # 10X3/4- INTO UPRIGHT 2"X2" OR 2"X3" MEMBER —J li . it \_(4pt10 x 1)z' SMS INTO SNAP OR SELF -MATING ONLY 'PURLIN OR GIRT TO BEAM OR POST DETAIL Ext3tin0 Wood Fave Fascia On Trvsaca at 24' O.C. + i \-.04 ReC.. CFwnal an Bean to Gutta Canection uV4-#l0xj 'K .125 �` }.I��GG, '-�f E ° an Each 51de � aT � �, ��/�,`t Pot,• -i "i" 2" x 2" x.125' angle' a each side beam w/#10 4,41-1-5 VIV .LrL-`5, ex 2" x .125" angle SMS in both members. each side girder with #10 SMS into girder" Wo I Ir ®O v 0 Girder shall be one size larger than tributary beam. Self -mating beam TYPICAL BEAM AND GIRDER DETAIL a 0 Attach to wood w/1/4" x 3" lags Q I ... ® HOST STRUCTURE ' a SELF -MATING BEAM Attach to masonry . w/1/4"tapcons with min. 2" embedment. TYPICAL GIRDER TO HOST WALL PURLIN PURLIN DEPTH X TX 1/8" 5032 - H32 ANGLE EA SIDE OiR PURLIN DEPTH X 2"X.063- 5032-H32 INTERNAL CLIP W/ (4) #10X3/4" TEK 2- X 2- PURLIN MAY BE SLOPING OR HORIZONTAL--�- 21x 2" x 3" EXTRUSION - COVER PLATE —} 2"X2" XYe" ANGLE WITH �; #10 X% EACH LEG EACH SIDE O NOTCH POST AS REQUIRED 2" X 2" X tild ANGLE END WALL COLUMN WITH 2 #10 S.M.S. IN EACH LEGS I 1 02 t%2 X 74 Ila GNArI hl E L • ` 2X2"x j ki L--- "ANGLE WITH (2) #10 X�/4" EACH LEG EACH SIDE I !J // e'r_ I1/Z112, e+Al-4tu ci_ END WALL PURLIN CONNECTION DETAIL Of -k SLOPED PURLIN CONNECTION DETAIL �IA�o►.IA.I— ROOF $1Zp.6S5 V X 2" PURLINS ATTACH TO BEAM W/ 2 f10 x 1-1/2" LONG7-t S.M.S. (MINIMUM - TYPICAL) 1" X 2" OPEN BACK FASTENED= — a o 1 2" X 2" PUPIINS ATTACH TO POST WITH (2) #10 S-M.S. • • i 'TO BEAM -W/ 2 #10 X 1-1/2" LONG S.M.S. 1 e o I (MINIMUM - TYPICAL) 1' X 2" OPEN BACK FASTENED I BEAM STITCH SCREWS TO 2" X 2" WITH 110 -M.S. ° I 24" 0.C, TOP AND BOTTOM -24" .D.C- (TYPICAL) I 1 (110 S.M.S. TYPICAL) I i - 1�o5T 1 � _.tJo. o.FScz�l� . S1 -INET t I TYPICAL POST TO BEAM CONNECTION BEARING WALL a . O O ° O O O O O O O O O ®1 O O O O O O O O ° Alum plate .125" thick both sides w/.av-1 0/4" sms each member. SELF -MATING BEAM SIDE PLATE CONN. Detail applies gable, ,hip, dome, and mansard connections. Plate may be internal or external. Use .125" plate and 12 - #14 sms for 2" x 9" and .25"plate and 16 - #14 sms for 2" x 10". SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 O Atlantic Beach, FL. 32233 Phone: 904-568-4112 .� L OR10': \\� "I ied a �;r� r--kdl1r'n=':t; 2 . ?Y?Xn4S 1018.1 CENTER OF ------------------- , UPPER WINDOWS WALL MOUNT 1x2x045 46"36" 22" ----------I 36" ----------.'I .I IIi v 11' v 'II ;' Ln m C DOOR o X I I�. 0 0 N N Lr) � � II_ m m U) O X O X ii_______ 11 X O N N N X X X-___--__-, V AA...8 \ 6 .875" ' / NI 2x2x045 \ 69.8 y. \ �I I �al�ll�ll� I L[ ✓1/ _��1Gti 1x2x045 — 1018.1 CENTER OF ------------------- , UPPER WINDOWS WALL MOUNT 2xi0 Utas 24' 1-1/2" COMMUNITY DEVELOPMENT APPROVED 24'1-1/2" P P. 's OF �S OF w 2 0 0,1111�F3'S� L OR��,aC�;`��� 19" ---------------- 22" ----------I 36" / v F LAT v 'II ;' Ln m C C) o X I I�. 0 0 N N N X 7 X X I'. I------_ X X N N ii_______ 11 v vv� v v v V A m V A X U')Ax V AA...8 \ 6 .875" ' / NI 6.85 \ , N \ 69.8 y. \ C � 2xi0 Utas 24' 1-1/2" COMMUNITY DEVELOPMENT APPROVED 24'1-1/2" P P. 's OF �S OF w 2 0 0,1111�F3'S� L OR��,aC�;`��� 19" 38" 22" ----------I 36" DOOR v 'II ;' Ln m C C) o X I I�. 0 0 N N N X 7 X X I'. I------_ X X N N ii_______ 11 N N Ii �J1Li//L/1yG? 10' 8" 00co M Op M 00 C,4 N `t , N W a > LL m U 04 C N �-- �mmob ob in m Lo y o Q 0, m ra Q) N M > M � N }, M ib � v LA rn a Ln m p p c c 2 w o S N Q 00 E �U :-m Qa `UC @w r'f0 U E m� N 0 v N-cE3 LU a vovc m U a 0.0 u 0 G N 62` a N c y °c aO i 40 N m N Um, V)0 v 7 ° 41 0 0—> N c x 7 oa:N5WJQ Wm w Z) V Z Ow UJiy- U P- oll 0 Zit W N C) w u U JN Q Lu � _ Q LL U N O Z rn m SHEET # 1 I- X Y- 09 *PERIMETER - 2—# 10 S.M.& FROM INSIDE FACE OF ,,yyPOST INTO SCREW SPUMES OF HOLLOW NOTE /,: OSE *0 X 1S" LONG � �M 1 INTO WOOD HOST GIRT (1• EMBEDMENT MIN6iUM.) .I AND )G"m X 2A- LONG CONCRETE SCREWS INTO s 2" X 2" HOLLOW TRUCTION (1" EMBEDMENT CONCRETE OR MASONRY CONS HORIZONTAL (GIRT). kc' TYPICAL)/ SPACING 24"-O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER ,- x 1• X 1/16- ANGLES 2- LONG PATH 2-#B X2' 2 LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP ( do BOTTOM) • — .. ...... O SELF MATING POST R HOLLOW POST. 1�lo�T�: l�t�yli�E P y IIC��6�1'�� HOST. STRUCTl1R)_ ♦ .. - ♦ . y`t�f fb"%`s'�� TF Ia�� I.EMENTS% . - .: .. - 24 1 t~ 14 A G 6•�f I LiELi 05 1, 6lat TYPICAL 1 x 2 TO HOST AT CORNER !, TYPICAL CHAIR RAIL TO POST DETAIL '1� FXfiO K 5 V' 6 Post METER " " cont. W " „ • o PERI 2 x.125 angle 1•x2 oe 1 X 2 X2 FASTEN PER NOTE /11• , + 11 9 %�. �e tapcons i each side post HOLLOW HORIZONTAL 2• X 2• HOLL „ " (G,�. at 24 0. c, 2 - #10 x 3/a sms GS INTO c1 OS " .. NOTE :USE )4"e X 3" LONG LA '1J tt I t-'(�1 into post and T/+ +w p "' - ^ ^^ ^ • WOOD HOST. AND %"o X 2%" LONG CONCRETE SCREWS INTO CONCRETE oR �CU� uloOV �b�-K tapCon Il�u IrP�i�n MASONRY CONSTRUCTION (1" EMBEDMENT 2" Min o TYPICAL)! SPACING 24" D.C. AND WITHIN edge �1vc At IC�LeI��f� 6" OF EACH PERPENDICULAR MEMBER EAGN POST SIZE '$ 2- / 10 S.M.S. FROM INSIDE FACEOF I l. Os INTO SCREW SPU OF HOLLOW GIRT (1 EMBEDMENT S MINIMUM) 1>I•�V�'� ��� L..vN�E� 'F'i�PGv� 5 �.rs `�i-ATC✓ ��� 'T✓O.�l E �, `vim �0, io 5V1s •f ije_''V1 TYPICAL 1 x 2 TO HOST AT GIRT TYPICAL POST BASE DETAIL Pile Type Footing . TYPICAL FOUNDATION DETAILS 7 Ribbon Footing N e. Slab on Grade 244 offeli _F1mieJzG rlF 6x610/10WM 1 - #5, 2 - #4;----y' or 3 #3 rebar cont._ Slab With Thickenea rage 2:�✓t�o•Psi �t'P�EfZ gr -,tor- o:.6 x 6 10/10-WM. NOTES: ' I.i - � 1 1. Concrete shall be minimum 2500 psi. Co er for rebar shall be 3'.' 2. Fibermesh shall be used in lieu of welded wire mesh. 3. Slab on grade shall be used for roof areal less than 360 sq. ft. or for posts with tributary areas less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2". 5. Foundation shall bear on compacted subg ade with 1500psi minimum bearing capacity, 6. Pile type footing shall have 3/8" diameter rods 12" long thru posts each way. 7. Embeded aluminum posts shall be isolatel, from concrete to prevent corrosion. 8. Posts supporting carrier beams shall haveadequatefoundation for hold down capacity. A minimum of one cubic foot of concrete forach ten square feet of screen roof. Typical Gage Bracing Details 5-3/4" Y 0 x I/sll Galy. Strap ..... Triangular plate W/8 - #10 sms. 5/161 Anchor bolt (Expansion Bolt) " 5/5 Cable f7FZ L '• I /L1 -t1 x y✓� ( Galvanized Strap Detail Camelbwk With �Z_- 1/4" x . 1%".' 1 PG " 5/5 Cable 71 4" C.CI,,ME 1... Sa.CK 5151,41L NOTE: 1. Seif-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. NICD. Sleeve" 5/5 Gable . ooped Cable 114, rme'cO.a iPTO Gt3P1� � !�ec%cr �t.IGi 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. They 6� a k pan �J:7 is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is 7'-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 the height 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 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 - 14 16 12 14 2 x 9 2 x 7 -- 1s 2x10 2 x 8 _- - - MINIMUM SPACING AND #8GE#10 DISTA#14S Minimum Spacing 5/8 3/4 1 ff Min. Edge Distance 5/16" 3/8„ 1/2" Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 Typical Super Gutter to Fascia Detail BEAM STITCH SCREWS 0 24' O.C. . 2" X 2' PURLIN MAX, U { } ud„rr ... �Q T � )�.,(s•,f iw €�- z^„�p-,; I!`�;, TOP AND BOTTOM (#10 SMS TYPICAL) PURLIN SPACING 7'-0'I (2)WN2t S.M.S. 241” 04. Infa Rafter Tails ard (2) at Each Gv4tc/6raca Correction 21 5.M.B" Gutter Bre at F -=h 13eo11 2. #10x1/2' S.P'1.5, at Bath Brace SCREEN ROOF BEAMS,- SIZE PER TABLE 101 /MAXIMUM 2 EACH (MIN.) /10 X 1 1/2" LONG SPACING 81 - 0 O.C. S.M.S. (TYPICAL) INTO SCREW BOSSES. SECTION OF CONCEALED FASTENER CONNECTION 1' X 2 1/8' X.062 RECEIVING CHANNEL ALTERNATE CONNECTOR 1" X 1' X 1/16' ANGLES 2' X 2' PURLIN (MAXIMUM 2' LONG BOTH SIDES PURLIN SPACING 7•-0') O O (4) S.M.S. INTO BEAM PUINT(2) A8 S.M.S. - EACAC H SIDE (TYP) EACH SIDE OF PURLIN SCREEN ROOF BEAMS - SIZE PER TABLE 101 / MAXIMUM SPACING 8' - 0" O.C. SECTION OF ANGLE OR CHANNEL CONNECTORS PURLIN TO BEAM CONNECTIONS 2%'l,.vitdI RECEIVING CHANNEL W12 #10X3/4' INTO GIRT EACH FACE &(3) # 10X3/4' INTO UPRIGHT 2"X2" OR 2'X3" X 1)z- SMS INTO SCREW SNAP OR SELF -MATING ONLY PURLIN OR GIRT TO BEAM OR POST DETAIL ° FxistTrg Wood Eave Fascia ° On Tr'u5scs at 24° O.C. 1 Opp` i2ec. Chxmi cin Baan to Gutter Corilectian Ufa"itl0x «1 Fah 51do Ls -1 -r t✓ rz � �-j P - N �t I G Tir R 2- LOx 3/�`` ELaETGl S M G AT SAct-4 g� rFt 2" x 2" x .125" angle 15EF—I. � 2" x 2" x .125" angle each side beam w/#10 4112 each side girder with SMS in both members. 1 #10 SMS into girder. -iii ' 0 4 0 O G 0` A O u(0 lo (#10 S.M_S. TYPICAL) Girder shall be one ¢J6FAm _ size larger than t - tributary beam. Self -mating beam TYPICAL BEAM AND GIRDER DETAIL 2" X 2' PURLIN MAY BE SLOPING OR HORIZONTAL --- X 5" OP'Flvtai�l-. COVER PLATE 0 ® Attach to wood w/1/4" x 3" lags O HOST STRUCTURE ' a Attach to masonry . SELF -MATING BEAM w/1/4" tapcons with min. 2" embedment. TYPICAL GIRDER TO HOST WALL PURLIN PURLIN DEPTH X 2"X 118" 5032 - H32 ANGLE EA SIDE Olt PURLIN DEPTH X 2"X.063- 5032-H32 INTERNAL CLIP W1(4) #10X314" TEK 1'X 3" EXTRUSION - 2"X2" Xy' ANGLE. WITH A, #10 X %', TJ I EACH LEG EACH SIDE C NOTCH POST AS REQUIRED 2- X 2" X 1(Kd ANGLE END WALL COLUMN WITH 2 #10 S.M.S. IN EACH LEG, 1 • 2'12'X2';C 7 ids — ANGLE WITH (2) #10 X% EACH LEG EACH SIDE G�uct_ END WALL PURLIN CONNECTION DETAIL _SLOPED PURLIN CONNECTION DETAIL ;;>IA1S0WA1L-. 1:eZP05:139A6S5 V X 2' PURLINS ATTACH TO 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 SM -S Y'X 2' OPEN BACK FASTENED TO 2- X 2' WITH #10 S.M.S. ° -247 D.C. (TYPICAL) POST 2' X 2' PURUNS ATTACH 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) ¢J6FAm _ _.tJp.oF.ScrtL-�A[S..SN�ET t - TYPICAL POST TO BEAM CONNECTION BEARING WALL d O O O O O O O 0O O O O O O Alum p late .125" thick both sides w%to- 100, sms each 4° member. SELF -MATING BEAM SIDE PLATE CONN. Detail applies gable, :hip, dome, and mansard conne(tions. Plate may be internal or external. Use .125" plate and 12 - #14 sms for 2" x •9" and .&Plate and 16 - #14 sms for 2" x 10". SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 r 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 0��i��i STATE OF tJ�• A, �� ZORIOP.'��