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2 ' Date:
Kim 202U5.07
15:59:47-04'00'
RAG BEAM STITCHING SCREWS (SEE TABLE) @ 24' D.C.
(9) #12x%' S.M.S.
TO WALL MEMBERS SPLICE PLATE (EACH SIDE OF BEAM)
SPACE SCREWS A A /� 5052-1-132 ALLOY OR EQUAL, 1/8' THICKNESS
EQUALLY (TYP.) DO
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a y l�pJ #14x%" SCREWS PO Box 10039
P� yx Tampa,FL 33679
C C3)-1/4' x 2' CONCRETE F�J / ON) (K)K) (x)K)K) (K)NAx) Tel:(813)374-0321
ANCHOR (TYP.) 5 LINE LINE SCREWS PLATE
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z SCAR, (ZVP�f 1�x�I4��E511 BEAM 'A' B' C" TOTAL WIDTH
Pik yy `**, �R 2 P 2x4 3 2 24 12° Rev./Date Description
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�NR 5 SO 2x5 3 3 32 14" 2015
(jy 217 ISSUED
2x6 4 3 40 14'
2x7 5 4 56 16"
2" (MAX.) (4)—#8 x Y2" S.M.S. e ��WosN�****� 0
P�.(E 2x8 5 5 64 16"
2x2x,Y8" ANGLE 2x9 5 6 72 18'—1
3' STEEL 'CAMELBACK' CLIP (TYP) MANSARD BEAM 2x9(HW) 6 7 68 18°
o THIS CLIP MAY BE INSTALLED ON T/C CONNECTION DETAIL
0 OR ON SIDE OF CONC. SLAB 2x10 7 7 96 I8•
I 5��� (2' MIN. CONCRETE EDGE DISTANCE)
f/ 12) - Y4' x 2' CONCRETE
SCREW ANCHOR (TYP.)
h
" EYE BOLT (3) #12x1Q" S.M.S., EACH LEG AND MIN. (4)BOSSES
LONG S.M.S. INTO
(6) #12xV2" S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE)
THRU—BOLTED TO (9) SCREW TOTAL
BEAM STITCHING ® 24" O.C. �
2x2 HEADER W/ DOUBLE (TYP. TOP AND BOTTOM OF SMB
2x3XO.O7O SEE TABLE FOR SIZES) Q
WASHER & NUT EACH SIDE, PURLINzz_ - W
EYE SNUG AGAINST ANGLE c 0
- w
1x14" BY 2" LONG O
CABLE BRACE DETAIL ANGLE, EACH SIDE (TYP.) 2x3x0.070 GIRT/CHAIR RAIL () Cn
O(SEE PLAN) 1x1x%" BY 3" LONG >_ 0
BRAKE-FORMED RECIEVING CHANNEL ANGLE, EACH SIDE (TYP.) O V
(MIN. 0.062" MATERIAL THICKNESS) O
1" x 2 1/8" x 1" z 3" LG. (3) #12x1Z" S.M.S., EACH V Z
(TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.) 0 LIJ
MIN. (4) #10x2" LONG O W
S.M.S. INTO SCREW BOSSES O LLI
(4) #14>0¢- S.M.S.,
2 SCREWS (TYP. ALTERNATIVE) C Z IY
EACH LEG (TYP.)��l a O Q
S.M.B. POST
HOLLOW POST
(5) #12x3/4" S.M.S. Ix5xYg' ANGLE 6' LONG PURLIN TO ROOF BEAM Z U U
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1x2 O.B. ATTACHED TO BEAM W/ (TYP. @EACH BEAM) CONNECTION DETAIL J w
(1)-1/4"xY2" S.S. THRU-BOLT
(2)-#10X2" S.M.S. INTO SCREW BOSS
(2) Yp Ax3' LG. @EACH ANGLE
W/Y4" NUT AND WASHER NOTE1 PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE U ~
® EACH SIDE OF BEAM ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL/GIRT TO POST
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. CONNECTION DETAIL DRAWN BY: DYK
FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE
(4) #12x2" S.M.S. - 1x2 O.B. / CHECKED BY: DYK
TO SUPER GUTTER (TYP.) DR WESTER RED CEDAR NOTED ON PLAN DWG.
2x3x0.045 EAVERAIL ATTACHED TO SCALE: AS SHOWN
STRUCTURAL GRADE 2 MIN. U..
BEAMS WITH (3)-#10x2" S.M.S. i S.M.B. BEAM
(1) Y Ox2' LG. LAG SCREW @ 24' INTO SCREW BOSS. U> MAY BE SLOPED OR FLAT DATE: 8/11/06
(4) #12x3/4" S.M.S. O.C. ENTIRE LENGTH OF GUTTERT 2x PURLIN X t (SEE PLAN FOR SIZE)
(MAY BE SLOPED f G
ROOF BEAM SECURE FASCIA TO EACH RAFTER TAIL (2) #10x4" S.M.S. THRU. 2x3 OR FLAT) WU
Y4(FLAT OR SLOPED) W/ (1) '0x4' LONG PAN HEAD LAG SCREWS SAVE RAIL INTO PURLIN SCREW 2x5x.125 ANGLE-2" WIDE WITH — — a
BEFORE ATTACHING SUPER GUTTER BOSSES (2)-#14x1" INTO BEAM & (2)-#14x1"
INTO UPRIGHT. -}
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USE #10x1)(" S.M.S. ® 24" O.O. — — — a DO YEON KIM,P.E.
TO CONNECT TO 1z2 O.B. TO 2x3. W FLA.REG.NUMBER 49497
(1)-2x24" ANGLE, EACH SIDE I
(2 FOR 2x8 SMB OR LARGER.) USE CON#10NECT
S.M.S. ® 24" O.C. I
TO CONNECT TO 1x2 O.B. TO 2x3. 1
11) Y4'Ox2' LIS. LAG SCREWS — — — — DO KIM&ASSOCIATES,LLC
(TYP. @ EACH BEAM) 1x2 O.B. FASTENED TO COLUMN/POST PURLIN FASTENED TO COLUMN/POST
(❑R) (1) #12x2' S.M.S @ 12' o.c. 9 CA#26887
(4) #12x3/4" S.M.S. (MAX) BETWEEN BEAMS W/(2) #10x1Yz" S.M.S. INTO SCREW BOSSES WITH (4) #12x1" S.M.S. (EACH LEG) OF BEAM (TYP.) OR EACH SIDE Y2' MIN., 3 Y2' MAX. C-C PO BOX 10039
EACH LEG. (EACH END, TYP.) USING Ye" THICK FLAT BAR BENT (6) #12xY4" S.M.S. EACH SIDE SPACING OF FASTENERS (TYR)
Ys' THICK CONTINUOUS TO FIT (6063-T6 ALLOY) OF BEAM FOR 2z5 COLUMN TO Tampa,FL 33679
5 or 7' SUPER GUTTER ANGLE 2x5 BEAM Y2' MIN. BEAM EDGE
MIN. 0.090' THICK DISTANCE (TYP.)
COLUMN/POST COLUMN/POST J
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y4'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
ROOF BEAM TO SUPER GUTTER SIDEWALL POST/COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM
CONNECTION DETAIL #@1 23/04CS.M.S. ADHESIVE UDUS BEAD OF CONSTRUCTION CONNECTION DETAIL CONNECTION DETAIL Drawing No. -060811
SHEET 1 OF 3
PURLIN SUPPORT
COLUMN/POST Yg" ANGLE, EACH SIDE (TYP.)
S.M.S. WITH MIN. 3/8" 3A"O CONCRETE ANCHOR BEAM � ANGLE ( LONG) (TEKS INTO TOP OF 2 3EAVE RAIL I AND (2)-
W (4)8" x 2" LG. ANGLE EDGE DISTANCE 3•• #14 TEKS INTO THE FRONT OF THE CORNER POST
(EACHH SIDE) STRUCTURAL CONCRETE (TYP.,#12x3/4" S.M.S EMBEDMENT INTO /// D ❑ K I M
(EACH
EE NOTE 10) & ASSOCIATES, LLC
O O %"0 CONCRETE ANCHOR 1"x2" O.B. SOLE PLATE
O O W/2%" EMBEDMENT INTO 2"x PURLIN
STRUCTURAL CONCRETE CONSULTING
(EACH SIDE)
I 1x2 O.B. TOP FRAME STRUCTURAL
a a z ENGINEERS
NE °'' �'° ^ y •t � 2x2 ANGLE CLIP, CUT AT 1x3 O.B. FASTENED TO CORNER
.� 5' CORNER POST
.`A':� A 45' (+/-) ANGLE AND SECTION WITH #10x2" S.M.S. W/
3" MIN. (TYP.) a w BEAM MAY ATTACHEBEAM WITH TO THE
(1)SCREEN
THROOF �" DIA. WASHER ® 18" O.C. PO BOX 10039
Y4"0x2Yq" CONCRETE BE FLAT ix O.B. SIDE WALL CORNER UPRIGHT
z W BOLT, WITH FENDER WASHER. Tam a,FL 33679
SCREW ANCHOR ® 24" O.C. OR SLOPED P
E j z ATTACHED TO BEAM OR L N RAIL. Tel: 813 374-0321
ago AND 9" FROM POST (TYP.) O DIAGONAL BRACING SHALL NOT BE ( )
N� I ATTACHED TO ROOF PURLINS.
2x2xO.093 BRACE P
SIDEWALL COLUMN TO CONCRETE 9• COLUMN/POST ELEVATION VIEW Rev./Date Description
(SEE PLAN)
CONNECTION DETAIL 0 Zo,s ISSUED
1x2 O.B. SOLE PLATE CORNER POST/COLUMN
PLAN - TYPICAL DIAGONAL ROOF �
BRACE CONNECTION UPRIGHT DETAIL
0 0
SEE PLAN FOR SIZE
EDGE of CONCRETE I' (TYP.) 2500 PSI MIN. CONCRETE STRENGTH
1x2 O.B. FASTENED TO CORNER ti£ COLUMN d d
SECTION WITH #14x1Yz" S.M.S.®
za" O.C. APPROXIMATE
qN PLAN VIEW
wwa a III—
w z SET IN MORTAR ON TOP OFFOOTER GRAD ' III—I
2x24" ANGLE 2" LONG (EACH SIDE) IE
W/(2) #14x3/4" S.M.S. TO POST z ti� Z -I I I I I c. d d ° I I III l
& 3/8"0 H.D. GALV. EXP. BOLT + u ca£ SCREEN 0.6, SOLE PLATE _
W/ 2 1/2" MIN. EMBEDMENT I—I I a —I I I- CID�)I1IIII A IIIIIII�COMPACTED OR _ �
_III d I I=I UNDISTURBED SOIL/SAND w
CORNER POST/COLUMN I—I I _ (1)—#5 REBAR, CONTINUOUS c
•;' —III III—I I 3" MIN. CONC. COVER, 36" MIN. LU
TO CONCRETE r ;. .. , . _
II—II -III—II I—III—II =III= LAP SPLICE o
CONNECTION DETAIL ° cn...° i fii
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3 12" MIN.* 0Yq" Ox5" CONCRETE SCREWS ® 24' O.C. 2/8" MIN. CONC.
BEAM SUPPORT T1• EMBEDMENT (TYP.) U z
3 Jg" ANGLE, EACH SIDE (TYP.) COLUMN/POST (TYP.), 1Y2•• CONC. EMBEDMENT (MIN.) LL1
S.M.S. WITH MIN. /g"
EDGE DISTANCE %"0 CONCRETE ANCHOR L z
W/2%' EMBEDMENT INTO W/ (4)8" x 7" LG. ANGLE (D iii
STRUCTURAL CONCRETE (TYP., W/ (4) #12x3/4" S.M.S TYPCIAL FRONT VIEW OF POST TO MIN. CONTINUOUS PERIMETER FOOTING m LLI
SEE NOTE 10) (EACH SIDE) 0 Z C)
(\1i` 1"x2" O.B. SOLE PLATE FOUNDATION CONNECTION WITH PAVERS �_ p �U
O O
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O O \ , Q
a N-6 I Q BEAM V ALTERNATE (1) J LLI >
POST U Q
...° 2x1x%" ANGLE
3" MIN. (TYP.) (4) #120/4"" S.M. BRACE DRAWN BY: DYK
z Y4"OxA4"" CONCRETE
£ w SCREW ANCHOR ® 24" O.C. 4" NOMINAL CONCRETE SLAB 2"x PURLIN 2"x1"A"" ANGLE (BRACE) W/ CHECKED BY: DYK
uu AND 9" FROM POST (TYP.) (2500 PSI, MIN.) W/6x6x10/10
z (4) #120/4" S.M.S. ® EACH SCALE: AS SHOWN
`a o W.W.M. OR FIBER REINFORCED
ti POLYPROPYLENE FIBER - MEMBER INTERSECTION
[ O DATE: 8/11/06
1.5 POUND (MIN.)PER C.Y.1 O
COLUMN/POST z z O
2x2xYe"' ANGLE 2" LONG ON
UNDERSIDEW/(4) #12x3/4"" S.M.S.
1x2 O.B. SOLE PLATE ° - d •a BEAM MAY
EACH LEG (BEAM & BRACE)
® ® a.. .� BE FLAT
e. ,a ° °d.. ° OR SLOPED
°d, °� c d ((2) #1)x2Y2" S.M.S. °__ DO YEON KIM,P.E.
® a d^ ° A (TYP. EACH END) 2x3 BRACE FLA.REG.NUMBER 49497
v
III III III III ` _ ((2
a d (TYP#1EA H2 END)S (SEE PLAN)
° a ALTERNATE (2)
° DO KIM&ASSOCIATES,LLC
1' (TYP,)
� III—III III—III a d ° .a°: < � 2x3 BRACE PO Box10039
EDGE OF CONCRETE N z —I 11—I 11 11 I—I I ''
E .a UNDISTURBED SOIL OR COMPACTED Tampa,FL 33679
CRUSHED LIMEROCK (90% PROCTOR)
PLAN VIEW MIN. (1)-#5 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20" MIN. PLAN - TYPICAL ROOF
MAIN COLUMN TO CONCRETE B'(NIN.) 3" COVER (TYP.) BRACE TO BEAM CONNECTION 1
CONNECTION DETAIL
FOUNDATION/SLAB DETAIL Drawing No. -060811
SHEET 2 OF 3
DOUBLE S.M.B. BEAM -
(SEE PLAN FOR SIZE)
S.M.B. BEAM
#14x 4" ® 24" O.C. (SEE PLAN FOR SIZE) NOTCH KNEE BRACE TO ACCEPT BEAM
(TYP.) // FASTEN WITH (6) #14X,' S.M.S., DOUBLE BEAM (PATIO/S.M.B.)
EACH SIDE. OR (2) Y4'0 THRU BOLTS D Q �/I�I n
POST // W/ WASHER & NUT. I v I
& ASS❑CIATES, LLC
/
/
2x3xC.044--____` CONSULTING
Y4"Ox2k" LAG SCREW ® 12" D.C., STRUCTURAL
(3)-%'0 THRU-BOLT (1) WITHIN 3" OF EDGES (TYP.) ENGINEERS
W/ 14' WASHERS 1x or 2x (TYP.) 1
(1)-#10x�'4" ® 12" O.C. OR ///
(1)-#14A4" ® 24" O.0 S.M.S. / 1 \
AT MIDHEIGHT OF BEAM / `4x4x0.125 KNEE BRACE OR SEE PLAN FOR SIZE PO Box 10039
FOR BLOCKFRAMED HOUSES USE STUD Tampa,FL 33679
(1)-#8A4" S.M.S. / 2x2A"ANGLE (EACH SIDE) #14x2Je"CONCRETE SCREW WOOD FRAME WALL Tel:(813)374-0321
® 24" O.C., TOP // ® 18" O.C., 1 WITHIN 3'
DOUBLE S.M.B. BEAM & BOTTOM OF EDGES (TYP.) (ALTERNATIVE) CONNECT KNEE BRACE
(SEE PLAN FOR SIZE) (8) #14=2x-Y4" S.M.S. EACH
BEAM W/ 0.050"THICK 'U' CHANNEL, 6063-T6 Rev./Date Description
OF DOUBLED BEAM 4 ALLOY PLATE OR STRONGER, FASTEN
(3)-%'0 THRU-BOLT (SEE PLAN FOR SIZE) 9 WITH (4) #14X ' SMS EACH SI➢E. 9�16 ISSUED
W/ 1J' WASHERS TYPICAL SCREEN EDGE TO STRUCTURE ,� DR <2) Ya'0 BOLTS W/ WASHER NUT. 2019
BEAM STITCHING SCREW ® 24" O.C. CONNECTION DETAIL *�
NOTCH POST TO (TYP. TOP AND BOTTOM OF SMB) in 0
ACCEPT BEAM
KNEE BRACE LENGTH
POST TYP. BEAM TO DOUBLE CARRIER BEAM CONNECTION (24" MIN.)
(4)-#14x414' S.M.S. A
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL KNEE BRACE CONNECTION DETAIL 0
(2)-#14x-Y4" S.M.S.
THROUGH)4 OF 2x
UPRIGHT INTO Genera! Notes and Specifications:
POST® 12" O.C.,
(TYP.)
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate U)
consideration.
^ POST (SEE PLAN FOR SIZE)
(1T► 0THRUBOLT _ Q
WIIY4'0 WASHER 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. I j
2x SMB BASE INSERT W/1#' VERTICAL Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. C 0
UPRIGHT OR 0.8. LEGS %' THICK 6063-T6 ALLOY W
(SEE PLAN DO NOT USE CAST ALUM. BASES (TYP.) - ly
FOR SIZE& 3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. o
LOCATION) (4)-%'0 HOT DIPPED GALVANIZED U U)
WEDGE ANCHORS W/ 2Ya' MIN. EMBEDMENT 4. The followingstructures are designed to be attached to block and wood frame structures of adequate structural capacity. The � G
INTO CONCRETE. 9 q P Y• N J
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If U
TOP OF CONCRETE Z
,. "•.•' .; •'p; .. there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host U j W a
�.'a • t', '?! •a structure capacity. W
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5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary a) Z
POST TO CONCRETE 2 MIN. EDGE components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. a
CONNECTION DETAIL DISTANCE (TYP.) P Y Y P EE Q
6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom. Z U U
W U) d
7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise. J W N
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8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. DRAWN BY: DYK
C-1022 Low Carbon Steel SMS & Self-Drilling (TEK) Screws (Industry Standard Screws) CHECKED BY: DYK
1x2 O.B. SCALE: ASSHOWN
(OPTIONAL) Nominal Screw Diameter Minimum Center to Center DATE: 8/11/06
(2) Y4'Ox2Y2' LG. LAG SCREW Minimum Edge Distance
EACH SIDE OF BEAM (TYP.) Screw (in) Distance
FACIA TO BE 2x6 (MIN.) S.P.F.
,,// (CEDAR IS NOT ACCEPTABLE), 5 1/2„
(4) #14x3/4" S.M.S. \ STRUCTURAL GRADE 2 MIN. #10 0.188 /16
(TYP.) > #12 0.219 3/8" 9/16"
ROOF BEAM #14 (1/4") 0.250 �/2„ 5/8„ DOYEON KIM,P.E.
(FLAT OR SLOPED) SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y4'0x4' LONG PAN HEAD LAG SCREWS FLA.REG.NUMBER 49497
BEFORE ATTACHING SUPER GUTTER
2x2rJ(3"ANGLE, EACH SIDE 9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-Ir, is DO KIM&ASSOCIATES,LLC
(TYP.) 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4, CA#26887
(8) #14x3/4" S.M.S., (4) SCREW 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). PO Box 10039
EACH LEG (TYP.) Tampa,FL 33679
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong-Tie Anchors or Titian Screws
CARRIER BEAM TO FASCIA CONNECTION DETAIL or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per
454.2.13.1.11. if enclosing a pool. Drawing No. -060811
SHEET 3 OF 3