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HomeMy WebLinkAboutSCOPE OF WORKJ CORNER POSTEAVE RAIL `!� �IYI�\G BEAM STITCHING SLREVS:.<SEE.,TABLE) 2 24. O.C. 77 i (11 TOTAL) - 012 x Y4' _ 1' x 2' O.B, S.KS AS SHOWN (#' MIN. - - H�Ow SPLICE PLATE (EACH SIDE OF BEAM)', -- PATIO D K I M PATIO SECTD]N PLATE EDGE DISTANCE L ®a A __w���,�, SFACE SCREWS A A 30S2-H32 ALLOY OR EQUAL, I/B' THICKNESSi� C-C FASTENER SPACING) �'44 Y�,{D,�• �ffeet LLY (TYP.) & ASSOCIATES, LLC % e ArREM 6• x 5' x 0.050' cOLUMN T -� C O N S U LTI N G (ONE SI (ONE ALLOY PLATE , �' STRUCTURAL ° SIDE) STRONGER K-BRACE,. ENGINEERS 3' x 3' x 0.050' MIN.; 6063- T6 ALLOY �clk rJ PLATE OR STRONGERAuNE SIDE) WITH 2x3xO.070 CHAIR RAIL O j —© (3) - N12 x ;4"S.MS, EACH SIDE AS O J PO BOX IOD39 SHOWN (%' MIN.` PLATE EDGE DISTANCE K-BRACE O Tampa, FL 33679 L C-C FASTENER SPACING) K-BRACE O O O O \\ 1 k14x SCREWS \1 �y �cR Tel: (813) 3740321 O O �d' (N) (WE) (Emil) (EWER) O LINE LINE SCREWS PLATE GARNER POST \ s>f'� REAM RevJDet DeSCI1 i10I1 3' x 2 / 0.050' MIN. 6063-T6 \ cov.1 ,A*}1 p 'A' 'B•8'C' TOTAL WIDTH 7� NNE SIDE)TE OR STRONGER B yQt VN6 B� S(fiw FOF �' 2x5 3 3 32 14' 1 2015 ISSUED J (3) - N12 x �'4 S.N.S, K-BRACE • �1 ll`� � • A*3jR • �'CW 2x6 4 3 40 14' .� EACH SIDE AS SHOWN N p l ���"� (W 11UN. PLATE EDGE GIRT (CHAIR RAIL) 9 vim' �� 2x7 5 4 56 16 0 DISTANCE L C=C VP FASTENER SPACM 2x8 5 5 _64.-: _ 6' Zx2x0.093 ` 2x9 5 6: = `y72 Is, 0 ° BRACE(TYP-). - ROOF BEAM 2x9(HW) v. 6'' " 7 88 is, e e UNLESS ° e 1' x 2• OLE PLATE f CONNECTION DETAIL o2xio 7 7 96 le• p AL ■ SEE ELEVATIONS FIR '1K BRACE SIZE FDIBiDATION i✓ MIN. (4) /1Ox3- LONG S.M.S. INTO - GO? /12)4* S.M.S.. EACH HAN EEG AND sCRtTI BOSSES (TYP. ALTERNATIVE) . (8) /12x1�• S.M.S. CHANNEL TO BEAM B SCREW TOTAL BEAM STITCHING O 24' O.C. � ,. _ IN • CONCRETE ANCHOR (2 PLACES) N LIEU OF TYP. Yi N CONCRETE `(TYP. TOP AND BOTTOM OF SUB •J SCREWS FOR CORNER COLUMN fj' PURUN 70 < �. SEE TABLE FOR SIZES)) Q W ii LATERAL_V --BRACING ,x,>ar,- B+ z• LONG - w CONNECTION DETAILS �" EAC"ODE j �2"3'�O79,gRr/`.HAIR AWL > _ o (SEE PLAN), -_' A 103W BY 3' LONG V CO) 1JII BRAKE-F�RMEO RELIEVING CNN _ ANGLE. EACH SIDE MP.) C 0 (MIN. 0.052• MATERIAL THICKNESS) 1• x 2 1/8' x 1' x 3' I.G. (3) e12d4• S.M.S., EACH V (TYP. ALTERNATIVE) LEG (8) TOTAL (TYP.) V Z ( �T W _ MIN. (4) jIOx2• LONG ( Z 24S�1REW ' S.M.S., S. INTO SCREW BOSSES F`2K•"I -. Q) ILj ALTERNA/ C ZLu EACH LEG (�.) S:M.B: POST C O U HOLLOW POD ��l a: (j) (5)-t2x3%4' S.M.S. lxsx)fi' ANGLE 6' LOPURLIN TO ROOF BEAM NG l CONNECTION DETAIL Z C.)txz 0.8. ATTACHED TO ;BEAMiY/ cTYP. @EACH BEAN) �'.�, - Q (2)-/10X2• S.M.S.,INTO SCREW BOSS ); (2) 10x3• I.G. @EACH ANGLE V LU (1)-1/4•34- S.S. THRU-BOLT `'` u;j CL W/ Y4•.NUT AND WASHER NDTE, PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE J LLI O ,EACH SIDE OF BEAM ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL / GIRT TO POST U a 1'� CONVENTIONAL TRUSS/RAFTER FRAMB(G`WITH MAX. /12x2 S.M.S. O 24" O.C. FACIA TO BE 2x6 (MIN.) SAF. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL DRAWN BY. DYK 1X2�0.0 TO SUPER GUTTER OR WESTER RED CEDAR NOTED ON PLAN DWG, `\` _ . --- STRUCTURAL II GRADE 2 MIN. \ 2x3x0.O45 EAVERAIL ATTACHED TOCHECKED BY: DYK (4) /12x3/4' S.M.S. (1) )a'®x2' LG LAG SCREW @ 24' BEAMS WITH (3)-/10x2' S.M.S. - �— Y S.M.B. BEAM SCALE: AS SHOWN T_ INTO SCREW BOSS. s MAY BE SLOPED OR FLAT �I O.C. ENTIRE LENGTH [IF GUTTER 2x PURUN - -� s`� u� (SEE PLAN FOR SIZE) DATE 8M1/08 ROOF BEAM / SECURE FASCIA TO EACH RAFTER TAIL OR Flt1»SLO _PED J - zo (FIAT OR SLOPED) V/ C1) Ya'Ox4' LONG PAN HEAD LAG SCREWS (2j /tOx4' S.MS. RHRU. 2x3 _ - - lj EAVE RAIL INTO PURUN SCREW _ 2x5x.125 ANGLE-2" WIDE WITH BEFORE ATTACHING SUPER GUTTER 7s, (2)-%14x1' INTO BEAM&'(2)-/14x1INTO UPRIGHT. _0x1J� �S.MS. 0 24. O.C. - - - 0' %' ' _ TO CONNECfijTO 1x2 O.B. TO 2x3. l yUw _ T 2xtiJ6' ANGLE.-EI_1CH :SIDE �� DO PEON KIM, P.E. Y^FOR=2i8_SMB"'OR-CARGER,) / USE, Jioxtl¢ S.M.S. O 24' O.C. �',� FLA. REG. NUMBER 49497 �' (1) Yi Ox2' I.G. LAG SCREWS l((// - - - - TD CONNEC/T TO 1x2 O.B. TO 2x3. (OR) (TYP. 8 EACH BEAM) 1x2 O.BI FASTENED TO COLUMN/POSE , r7 1 (4) /12x3/4' S.M.S. I� / (1) k12x2' S.M.S @ 12, O.C. yV/(2) �10x1YM' S.M.S. INTO SCREW BOSSES PURUN FASTENED TO COLUMN/POSE (9);r12x3<' S.M.S. EACH SIDE (MAX) BETWEEN BEAMS WITH (4) ,12x1• S.M.S. (EACH LEG) M;BEAM (TYP.) OR USING THICK FLAT BAR BENT 6 'I 12x�' S.M.S. EACH SIDE SPACING DF FASTENERS (TYP.) DO KIM OCIATES. LLC EACH LEG. (EACH ENO, IYP.) 1� OF I¢' MIN., 3 1¢' MAX, C-C Ala' THICK CONTINUOUS TO FIT U6083-TO ALLOY) pME'I FOR 2x5 COLUMN TO 5'.cr 7' SUPER GUTTER ANGLE 2x5 BEAN If' HIM. BEAM EDGE P BOX 10039 MIN. 0-090' THICK /� �t DISTANCE (TYPJ T. FL 33679 - COLUMN/POST / COLUMN/POSE SECURE FASCIA TO EACH RAFTER TAIL V/ (1) WOx4' LONG PAN HEAD LAGwSCREVS v _ BEFORE ATTACHING SUPER GUTTER ROOF,BEAM TO SUPER GUTTER =� SID ALL POST / COLUMN TO PURLIN \`MAIN POST / COLUMN TO ROOF BEAM e /IOx3/4- S.M.S. Ye CONTINUOUS BEAD_OF'CONSTRUCTIGN CONNECTION DETAIL O 2• D.C. ADHESIVE `CONNECTION DETAIL CONNECTION DETAIL-`" Drawing No. -060811 SHEET 10F3 PURUN SUPW,, COLUMN/POST iGLE, EACH SIDE MP.) 2x5ui(i' ANGLE (2' LONG) V/ (2)-M14 ' BEAM \a:ONCRETE ANCHOR TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)- x2x1/8' x 2' I.G. ANGLE S.M.S. WITH MIN. ' 3j;0. W/ (4) 112x3/4- S.M.S EDGE DISTANCE W/W,-EMBEDMENT INTO _ N14 TEKS INTO THE FRONT OF THE CORNER POST (EACH SIDE) STRUC113RAL CONCRETE (TYP.,- NOTE, 0) 1§'0 CONCRETE ANCHOR 1'41%`.B. SOLE PLATE ` !-��' •M ``` '•� W/2%' EMBEDMENT INTO �•\ 2'x PURUN STRUCTURAL CONCRETE \\ (EACH SIDE) \`\ r,._ _ • ..I ,' 1x2 O.B. TOP FRAME •� 2x2xi(I' AN' CUP, CUT AT 1x3 O.B. FASTENED TO CORNER • • • '• �` A 45• (+/-)"ANGLE AND SECTION WITH 11ox2- S.M.S. W/ CORNER POST ATTACHED TO E SCREEN ROOF %- DIA. WASHER 6 IS- O.C. Ja BEAM MAY BEAM WITH ON Y4 0 THRU- �jm Y4 Ox2Ys CONCRETE i, BE FLAT BOLT, WITH FENDER WASHER. I O.B. SIDE WALL CORNER UPRIGHT �� SCREW ANCHOR • 24" O.C. OR SLOPED ATTACHED TO BEAM OR SAVE RAIL AND 9' FROM POST (TY12.11\ O DIAGONAL BRACING\'SHALL NOT BE yU ATTACHED TO ROOF PURUNS. = COLUMN=TO CONCRETE 9• COLUMN/POST(SEE PLAN)BTACE r� ELEVATION VIEW iNNECTION DETAIL 1x2 O.B. SOLE PLATE '' - � j%•• • CORNER POST/ COLUMN PLANT TYPICAL DIAGONAL ROOF BRACE CONNECTION UPRIGHT DETAIL -®— o SEE PLAN FOR SIZE EDGE 1x2 O.B. FASTENED TO CORNE SECTION WITH 114x1)i' S.M.S.( 24' O.C. 2x2)W ANGLE � - LONG (EACH W/(2) 114rY4 S.M.S. TO POS & 3/8 0 H.D. GAILY. EXP. SOL W/ 2 1/2' MIN.�EMBEDMENT �(j' Ya' ANGLE, EACH SIDE (TYP.) S.M,S. WITH MIN. EDGE DISTANCE %*0 CONCRETE ANCHOR W/2)§' EMBEDMENT IWO STRUCTURAL CONCRETE (TYP., r" L SEE NOTE ' 1'x2' 09. SOLE PLATE +,. > A A.* cu .• d 3' MIN. (TYP.) Z5� Y4mx2Yi CONCRETE a u SCREW ANCHOR • 24' O.C. �rczo I- u fA AND 9- FROM POST (TYP.) 9' EOGE`OF CONCRETE PLAN IN_�y�� 1• (TYP.) Na I' (TYP.) 240/8'\x, 2' LG. ANGLE W/ (4) 112x3/4' S.N.S POST ,-- COLUMN 2If' MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER r O.B. SOLE PLATE Z ..- Yi 4x5' CONCRETE SCREWS • 24' O.C. 2%' MIN. CONC. (TYP.). %' CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) TYPCIAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS `4 . WaUNJ FOUNDATION/SLAB DETAIL 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/6x6x1O/10 W.W.M. OR FIBER REINFORCED [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] • a4- .•• '.•. UNDISTURBED SOIL OR COMPACTED CRUSHED UMEROCK (90R PROCTOR) MIN. (1)-15 REBAR CONTINUOUS, SPUCE MUST OVERLAP 20' MIN. 3- COVER (TYP.) 2500 PSI MIN. CONCRETE STRENGTH I, / 1 t— II= III= DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box IOD39 Tampa, FL 33679 Tel: (813) 374-0321 QO 2� ISSUED 0 0 COMPACTED OR H 4• 4 UNDISTURBED SOIL/SAND - W v 4 (1)-#5 REBAR, CONTINUOUS C 3' MIN. CONC. COVER, 36" MIN. W — LAP SPLICE C U I Oc 12' MIN! N Z U W Z MIN. CONTINUOUS PERIMETER FOOTING W (4) p12x4' 2'x PURUN BEAM MAY BE FLAT OR SLOPED (ifP+ EACH . EACH Z Ix'a O O � J W� CL ALTERNATE 111 :3 LLJ 2xlxJ ' ANGLE V 0 BRACE DRAWN BY: DYK 2-x1'x)b' ANGLE (BRACE) W/ CHECKED BY: DYK (4)012 0 EACH SCALE: AS SHOWN MEMBER INTERSECTION DATE: 8/11106 PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 ANGLE 2- LONG ON RSIDEW/(4) 112rY4' S.M.S. LEG (BEAM & BRACE) 3RACE PLAN) ALTERNATE (2) 2x3 BRACE DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KitAICSO IATES, LLC 7 9 &� 6. f! Drawing No. - 060811 SHEET 2 OF 3