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Beam Pad Down for Pergola Attachment 2020 Florida Building Code
Richard & Linda Spillers 165 MPH, Risk Category II
3904 Shoreside Dr. Exposure "C"
Ft. Pierce, FI
RECEIVED
SEP 2 7 2021
St.Lucie County O7c•►evn Nx.- L'0 zar—F-Ti F-
Permitting F 14%
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806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Fort Pierce,Florida 34950 Fax: 772 460 4244 FL Reg#AA26003348
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po. BIG KAHUNA PERGOLA �� -��•• ., DRAWNGS OF THE
•• 'PROPERLY Of THE AURK RE119Q45 BY DATE
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ENGINEEFi1NG o_- n UNA MOOS USE MLL
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PRESSURE TREATED 2z8 R
RAFTERS AT 12"O.C.MAX l ECEIVEp
2"x2°PT.NO.1 SYP.WOOD REVIEWED F.ORSLAT DESIGN CRITERIA
S.
K1TH(1)A3'ACHED TO DECK SCREWS AT DECtAFTER o6 2021 CODE COMPLIANCE MINIMUM DESIGN LOADSRIDA FOR BUILDINGS DINGS AND OTHER th EDITION;STRUCTURESASCE/SB 7 BASED ONOVERTURNOVERTURNINANALYSI.S THEDFOLLOWING m
EACH END&EVERY OTHER SL LUCie •p• yy ®®��/•� COUNTY
D-2 DESIGN WIND SPEED: 12z1Z(BUPLIFTS UPLIFTS xC,ft 144 E 11DETERMINED:
LBS PER POST
RAFTER(SLATS AT 6"MA; Permits ng 0ty " ST. LUCIE COVN 1 i
Vult=1fi0 MPH(J SECOND GUST) PER FIGURE 1609C IGx15(BxC,225 SF)_2913 LBS PER
(Y)1y12x6"W000 SCREW- pp//'''��^^//�� Vasd-124 MPH PER SECTION 1609.3.1 POST 2
S,S,-ONE TO EACH BEAM ®OCC RISK CATEGORY I(PER TABLE 1604.5) 20x20(BxC,400 SF)=5180 LBS PER o C
z 2"xB"PT.NO.1 SYP WOOD SURFACE ROUGHNESS: C PER SECTION 1609.4 Q POST S 9
BEAM(TYPICAL WHERE SHOWN) WIND EXPOSURE,CATEGORY: C PER SECTION 1609.4 K m
MEAN ROOF HEIGHT: 15 FT
ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT,GCPI=+/-0.00
2"xB"PT.NO.1 SYP ASSUMPTIONS: Y
WOOD RAFTER A.BUILDING IS ASSUMED TO BE OPEN S DEFINED BY SEC ON 6.2 ASCE7. a
2"xB°PT.NO.1 SYP.WOOD LEDGER-SEE DETAILS
BEAM ATTACHED TO POST / BIG KAHUNA PERGOLA SIZE CHART
WITH(2)J"o STAINLESS "x8"PT.NO.1 SYP WOOD
STEEL MACHINE BOLTS WITH o m RAFTER AT 12"D.C.MAX KIT SIZE eq.ft A B C D E KIT SIZE eq.ft A B C D E �u N_orc'-^�
NUT AND WASHER c (TYPICAL WHERE SHOWN) 1n
B'z8' 64 sf 5'-0" 8'-o° W-0' 5'-0' 6- 6- 11'x19' 209 sf B'-C" 19'-0° 11'-0' 16'-0' 9'-6'
fi'x6'P.T.WOOD i MASONRY OR 8'x9' 72 of W-C" 9'-0' 6'-0" 6'-0" 6'-6" -11'x2o' 220 sf 8'-0" 20-0" 11'-O' 17'-0' W-e" i"ao ���c���uc
BEARING POST WOOD WALL - 3rr�j P�oaFou_
o 8'x10' '80 of 5'-0" 10'-0", 8'-0' 7'-0" 6'-6' 12'x12' 144 sf 9'-0" 12'-0° 12'-0' 9'-0' 10'-6" oW G°� 5
m 88 st 12'x13' 156 of 9'-0" 13'-0° 12'-0' 10'-o- 10'-6' �3Siwows a�
APPROXIMATE GRADE B'x11' S'-o" W-0" W-0' 8'-O" 6'-6. �g
_ 6%6"PT.WOOD B RING POST 12'z14' 18B of g'_0" 14'-0' 12'-0' 11'-0' 10'-8° baba M-9 3�=m'nu
(TYPICAL WHERE S OWN) 8'x12' 96 of 5'-0" 12'-0" 8'-0' 9'-0' 8'-fi'
°E' WAS 104 of 5'- 12'z15' 1B0 sf 9'-0" 15'-0° 12'-0' 12'-0° 10'-6"
8'n14' 112 sf 5'-0" 14'-0- e'-O' 11'-O° G'-6" 12'x18' 192 of 9'-0" 18'-0' 12'-0' 13'-0' 10'-6° \
12"DIA.z24"DEEP C. 12=x17= 04-sf--9'-0'=-1-}'-0 '--10,'-6"
— oaN10
GREiE-FOOTER '-B zT5` 12O.f-5=0`-75'=0"B'=0'--12'=0°--8'=6`--
2500 P51 FLOOR PLAN TO WALL 12'x18' 216 sf 9'-0° 18'-0° 12'-0' 15'-D" 10'-8"
B'x16' 128 of 5'-0" 16'-0" B'-O' IS-O" 6'-6" -
d:50x10•L HORIZONTAL \ ' 8'x17' 136 sf 5'-0" 17'-0" B'-O' 14'-0" 6'-6" 12'z19' 228 of 9'-0" 19'-0" 12'-0' 16'-0' 10'-6' _
REINF.THROUGH POST .: I 6"A"PT WOOD BEARING B'x1B' 144 of 5'-0" 18'-0° B'-0' 15'-0" 8'-8" 12'x20' 240 of 9'-O" 20'-0' 12'-0' 17'-0' 10'-6'
OR ALTERNATE \ - POST(TYPICAL WHERE A
13'z13' 189 of 10'-0° 13'-0' 13'-0° 10'-0" 11'-6' A asp
TIE DOWN SHOWN) 8'x19' 152 of 5'-0° 19'-q° 8'-0' 1fi'-0" 8'-6" 13'xt4' 182 of 10'-0" 14,-0' 131-0" .11'-W 11'-6" 1 •o
ew
4"BED OF GRAVEL 2x8"PT.NO.1 SYP WOOD 8'x20' 160 of 5'-0° 20,-0' 8'-0' 17'-0" 8'-6.
13'x15' 195 sf 10'-0" 15'-0' 13'-0" 12'-0' -11'_6'
BEAM(TYPICAL WHERE SHOWN) 9'x9' 81 of 6'-0" 9,-0", 9'-O' 6'-0" 7'-6' 0�\•'
NOTE: a 13'x16' 208 of 10'-0" 18'-0' 13'-0' 13'-0' 11'-6' / s�'."'•• \
OPTIONAL ROUGH SAWN 9'x10' 9q st 6,-0" 10'-0' 9'-0' 7-0 7-6
7'-6'
CEDAR IN LIEU OF PT. 12 2"xB"PT.NO.1 SYP WOOD 9'x11' 99 st 6'-0" 11'-0° 9'-0' e'-0' 7'-6" 13'x17' 221 of 10'-0" 17'-0' 13'-0" 14'-0• 11'-6'
No.1 SYP. m 13'x18' 234 of 10'-0° 18'-0' 13'-0" 15'-0" 11'-6° f
RAFTER AT 12°O.C.MAX 9'x17 108 of 6'-0" 12'-0" 9'-0' B'-0' T-6' y
TYP PERGOLA SECTION (TYPICAL WHERE SHOWN) 13'z19' 247 a! 10'-0" 19'-0' 13'-0" 16'-0' 11'-e' 1 'R g
9'x13' 117 of 6'-0' IN-0° 9'-0' 10'-0" 7'-B" —1 u $
SIMPSON ABU66Z 9'x14' 128 of 6'-0" 14!-0" 9'-0' 11'=0" 7'-6"
13,x20' 260.of 10'-0' 20'-0' 1J'-0° 1T-o" 11'-6'
FOR PINE,ABU66RZ 6x6 PT PINE OR 14'x14' 196 of 11'-O" 14'-0" 14'-O' 11'-0' 12'-6'
FOR CEDAR ROUGH SAW 8'x15' 135 of 6'-0" 15'-0" 9'-0' 12'-0" 7'-B' f r R I
CEDAR 9'x16, 144 of 6'-0° 16'-0" 9'-0' 1J'-0" 7'-6" 14'x15' 210 of 11'-O" 15'-0" 14,-0' 12'-0" 12'-6' LL /M�
B"EXPNSION OR Q LL
EPDXY ANCHOR,EMBED 9'x17' 153 of 6'-0" 17'-0" W-0' 14'-0" 7'-e" 14'x18' 224 of 11'-O" 16'-0" 14!-0' 13'-0" 12'-8"
3"MIN. 14'x17" 238 sf 11'=0' 17'-0• 14'-O' 14'-0" 12'-B" ,-•I W i R
9'x18' 162 s( 8,_0„ 18,-0•. y-0, 15,_0" 7,_6•
L •'AC,'• ' ' O' ' " 14'x1B' 252 f
111-0° 18'-0" 14_O, 15,_0• 12,-6•
9'z19' 153 s 6'-0" 19'-0' 9'- 16'-0 7'-6' ❑ U
:7 " Z
9x20 1B0 f 6-0 20-0 9-0 17-0 6 � W m3 dp ggP c�+a
18"L 5 BAR ��\'••••'• 14,x19,5' 266 of 11'-O" 19'-6' 14'-0' 16'-0' 12'-6" oq as
10'x10' .100 of 7'-0" 10'-0" 10'-0' 7'-0' 8'-6' W 9 F5
VERTICAL ` FLOOR PLAN-FREE STANDING 14'x2o' 280 of 11'-O" zD'-o' 14'-0' 17'-0' 12'-s' Vg u
1 sov�r/:r=o• 10'x11' 110 sf 7'-0" 11'-D° 10'-0' e'-0' e'-6" a F°E
iv 15'z15' 225 at 12'-0" 15'-0. 15'-0' 12'-0" 13'-6' Z; Ru
10'x12' 120 of 7'-0" 12-0' 10'-0' 9'-0• B'-6" 15'06' 240 st 12'-0' 16'-0" 1.9'-0' 13'-0°
• I•'•1•2•,'"'-'.".D;'IA....- �.j.i„s'17 F-_y 3' r5-;Y�p F'�'. .
6"
W
VvA
10'x13 130 f 7'-C" 13-0" 10'-0' 15'x17' 255 s( 15'-D' 4- 13'-6"
10'x14, 140 f T-0 14--0' 10'-0' 11--0" 8-6' 15x8' 270 of 12'-0' 1B'-0' 15'-D' 15'-0" 13'-6" Z
10'x15- 150 o 10'-01 12'-0. 8'-6' 5'x19' 285 f 12-0' 19'-0' 15'-0' 16,-0' 13-6'9
Lim'
qd 10,06' 160 of 7'-0 16'-0" 16-V 13'-0" B'-6" 15'x20' 300 sf 12'-0' 20'-0" 15,-0' 17'-0" 13'-6"
ALTERNATE FOUNDATION WOOD FRAME WALL 1O'x17' 170 of 7'-0" 17'-0. 10'-01. 14'-0" 8'-6' Q
10'x18' 1B0 of 7'-0" 18'-0' 10--0' 15'-0" 8'-6° 16'x16' 252 sf 13'-0" 17'-0" 16'-0' 13'-0' 14'-6' Y
FOR PERGOLA SECTION -ONE"WOOD SCREW S.S. 18'x17' 272 of 13'-0' 17'-0' 18'-0' 14'-0' 14'-8'
fi'MIN. -ONE TO EACH MEMBERS / #12x6"WOOD SCREW S.S. 10'x19' 190 of T-0" 19'-0° 10'-0' 16--0" 8'-6" 16'x18'
-ONE TO EACH MEMBERS 288 of IS-o° 18'-0" 16'-0' 15'-0' 14'-e'
10'z20' 120 sf 7'-0- 20'-0" 10'-0' 17'-0° 8'-1
/ 11'x1Y 121 sf 8'-0" 11'-0' 11'-O' B'-O' 9'-G' 16'x19' 304 of19' 18'-0' 1fi'-0' 14'-B' —
z / MASONRY WAIL TIE BEAM 11'z12' 132 of 8'-0" 12'-0' 11'-0' 9'-0. B'-6" 16'x2o' 320 of 13'-0" 20'-0' 16'-0' 17'-0' 14'-8' m
L•��EXISTING 4"MIN. 11'x1J' 14J sf B'-0" 13'-0° 11'-0' �10'-0" B'-6" 17'z17' 289 of 14'-0" 17'-0' 17'-D' 14'-0' 15'-.6-
CONC.SLAB 1n 17'z18' 324 st 14'-0" 18'-0" 17'-0' 15'-0' 15'-8' PROJECT
SIMPSON ABU66Z FOR - 11'x14' 154 of 8'-0" 14,-0° 11'-0' 11'-0" BIG KAHUNA
BU6fiRZ FOR N'x15' 185 of 8'-0" 15'-0' 11'-0' 12'-0" 9'-6" 17'z19' 323 at 14'-0' 19'-0° 17'-0'. 16'-O• 15'-6' PERGOLA
11'x16' 178 of e'-0" 16'-0" 11'-0' 17'x20' 340 et 14'-0' 20'-0" 17'-0' 17'-0• 15'-8'
..'".. 2"xe"PT.NO.1 SYP. 2"xB"PT.N0.1 SYP. 324 sf 15'-0' 18'-0" 18'-0' 15'-0" 16'-8" JOB NO. 91D KAHUNA
MAXIMUM PERGOLA SIZE WOOD LEDGER 11,x17' 1B7 of 8'-0" 17'-0' 11'-0' 14'-0" 9'-8" 18'x18'
;(SLAB ONLY) WOOD LEDGER DRAWN UY M,A.K.
:,,.180 MPH SF((BxC) ONE 0"z4 "S.S.WEDGE 11x18 198 of 8'-0" 1B'-0" 11'-0' 15'-0" 9'-6. 18'xlg, 342 et 15'-0" 19'-0" 18--0- 1fi'-0' 16'-6'
..`150 MPH-210 SF LBx.g ANCHOR AT 6 (MIN.)FROM 360 s( �17
20'-0" IW-O' 17'-0" I6'-6" DATE O4-US
( )1 J%4,j"S,S.LAG SCREWS EACH END OF LEDGER AND 1B'x20'
"i 140 MPH-236 SF BxC AT 32"O.C.ALIGN&PRE LEG EN D SCALE AS NOTED
DRILL TO EACH 36"MAX.O.C.-CENTERED IN "A"-OUTSIDE OF POST TO OUTSIDE OF POST 19'z19' 381 at 19'-0" 19,-0, .16,-0' 17'-B° DRAWING NO.
LEDGER 3B0 of 20-0" 19'-C 17'-0• 17'-6"
STUD-CENTER IN LEDGER 'B'-TOTAL BEAM LENGTH ' ' 19'x20'
SLAB ONLY FOUNDATION FRAME LEDGER MASONRY LEDGER °C"-TOTAL RAFTER LENGTH 20x20 400 of 20-0" 20-0' 17'-0' 18-6"
NO FOUNDATION REQUIRED yx:r•b y:r-a- :C TOTAL
OF POST TO OUTSIDE OF POST
'E'-OUTSIDE OF WALL TO OUTSIDE OF POST SHEET 1 OF 1