HomeMy WebLinkAboutProject info GENERAL NOTES: HOST CONCRETE.OR NOTE: �`'--
1. MINIMUM CONCRETE COMPRESSION STRENGTH WOOD GATE SHALL BE CONSTRUCTED SIMILAR 'I
SHALL BG 2500 PSL AND WOOD SPECIFIC GRAVITY= TOP&BOTTOM CAPS SELF CLOSING}TINGES AND SELF LATCHING
0,66. ATTACHED TO HOST W/(2) DOOR LATCH.GATE HEIGHT DETERMINED BY
2. MINIMUM EDGE DISTANCE SHALL BE 2"TO CENTER 1/4"0 MASONRY$CREYY W/ RAIL IiEIGHT.
OF FASTENERS. �2-3/4"EMBEDMENT OR
3. DESIGN CONFORMS TO FLORIDA BUILDING CODE 6th '_" _ IDENTICAL SIZED LAG SNAP CAP
EDITION,HANDRAIL AND GUARDS SECTION 1607.8.1 " (•L)#:2X1-1/2"StdS _, - SCREWS IF WOOD INTERNALLY SCREWED f _
WIND LOAD DESIGN:UP TO 160 MPH EXPOSURE"D", SNAP PO4,1ViTh
(1)EA.SIDE(cyp) / TU UPRIGHT W/(4)
WIND LOADG 58 PSE. 3.875'(MAX) AIOX 1-1/2"SMS
4. SCREEN BALCONY BE USED FOR BALCOtJY RAILING, CASTALUMINUM (((JJJ y
SCREEN YRAILIY RAILING.POOL FENCE AND _ � � ./, `.`:�>• —.11
7.1
SGIIRWAY'RAILING. PUINGE — —
UPfUGHT(MAY
5. THIS RAILING IS VALID ONLY FOR STRUCTl1RHS - -,WITH A MAXIMUM ROOF HEIGII'0,ZOO FEET. PRINEE OO ENGIPORD:AL�. �. NLY BE CAP 6. CONCRETESCREWANCHORDESIGNSAREBASEDON O, o 1fEIGHTryp7ENGINEER OFRBCORD:__..TAPCON 1/4'0 SCREW ANCHORS-WITH 2"EDGE - E" I I I David VV.Smith P.E.
DISTANCE HAVE AN ALLOWABLETENSION )1/4"0MASONRY �0 z CAPACITYOF 1333.2 LBS.ANDAN ALLOW'AIH.F. REW OR LAG IP WOOD O' I I {I FLORIDA LICENSE:53608
IN 6'OF El•iDS& �Nw � I Thomas L.Hanson P.E
SHEAR CAPACITY OF 1102.2 LBS.&ULTIMATE 00
18"O.C. eY z 1"X1"OR 3/4-X3/4
"
,
TENSION 2020 LOS.,SHEAR 1670[.OS. FRONTVIEW wzw "\1 PICKET INTERNALLY FLORIDA LICENSE:38654
7. FEC PLANS&ENGINEERING SERVICES INC.DOES
Sw SCREWFDW/(I OR Mark R.Dunn P.E.
NOT WARRANT,EITHER EXPRESSLY ORIMPLIED, CAST ALUMINUM ¢,�� 2J#10X1-1/2'SMS
THE QUALITY OFTHE CONSTRUCTION,AND 15 NOT SNAP POST FLANGE S O FLORIDA LICENSE:73960
RESPONSIBLE FORTHE INTERPRETATION OF (1)#1ZX 1.1/2"SMS Q "�' BASE FLANGE W/(4) Joel Falardeau P.E.
DESIGNS AND END USE BY THE CLIENT/ EA SIDE lil 0X3/4"SMS INTO
CONTRACTOR.
J.
FLORIDA LICENSE:70667
111 2"COLUMN
8. IF WELDEDAWS CERTIFIED WELDER SHALL BE (4)1/4"0 MASONR Erik Stuart P.E.
USED. (4)1/4'0 MASONRY * _ FLORIDA LICENSE:77605
9. ALL CONNECTORS SHALL COMPLY WITH ASTM KSCREW OR LAG IF WOOD - SCREW E TOR
A653 CLASS 0-185. WITHIN 6"OF ENDS& .; d• EMBEDMENT OR
18"O.C. ° 1"X2"X0.44"OPEN BACK W/(2)#loX IDENTICAL SIZED LAG FBC Plans&Engineering
TOP VIEW 1-1/2'SMS THRU SCREW BOSS @ EA. SCREWS IF WOOD Services,Inc.
END MUST NOT ALLOW A 4"SPHERE WITHIN 6"OF ENDS&18
POST MOUNT TO EXISTING SLAB PASS UNDERNEATH PO.C.IF lx2 MEMBER
LACED ON GROUND 6272 Y Abbott Station Dr.Unit 101
Ze h rhills,FL 33542
SCALE:N.TS SPACING NOT TO EXCEED 6'-0" Ph#(813)788-5314
E Fax#1-(866)824-7894
"x2"BOTTOM RAIL `ms E-mail-erb@fbcplans.rnm
py-r-�' ` & Website-www.fbcplans.com
2"x2"POST C v C.OA:#2905M1
p I EMBEDMENT 1B"MIN.
N L 6"X HOLE DEPTH
FILLED WITH 3000 PSI CROUTTOPCAPWELD TOPraywELD DATE: 02/11/2020
1 1OR 3�4" TOP CAP W/CAPSNAP iVPtAP W/GpSNAP
yum vun,
I PICKET" (tYP) olU°D00' 0 2.0000 REVISION BY LK
DATE:
DWN :T
2.000°" 2.00D0" c
"x2"POST I i I --" I RO1
EOTTOMRRAAIL WELD R02
1•x 1'PICKET WELD
R03
-I I t] — $sru .760D" 2.0000"
I` SHAD MST 25;2'W/01NSERT SNAP POST 2'x2'W/INSERT '^., .g RO4
"xV BOTTOM RAIL
0'750D" 314'.3/4'P1CKATWn0 PROJECT ADDRESS:
CORE DRILL MINIMUM - — PosrrWWELD
' LARGER THAN
POST - I a - - EXTRUSIONS FOR WELDED USE
9OTTOM CNANNELNO SNAP PLATE 7/4b/4'NOW WI SMEW ROSS SCALE:NTS
yr n I 'a _ — 1.7850• .nua 1.000°" —
s •a. --'- _ CONTRACTOR:
A _ Q p p SCREEN BUILDERS INC
! i BoWDMC MPLW/SNAP PLATE TOPCAPWALLM-W 8451 MOALLISTER WAY
T'xl'yIC1�TWISTREWOO54 WEST PALM BEACH,FL 3341
MECHANICALEXTRUSI RAILING DETAILS FO O
_
POST CORE DRILLED TO CONCRETE DETAIL sDALE;Nrs
SCALE:NXS. EMBBDMENT INTO SOBOTTOM RAIL WALL MOUNT
POST IL DETAIL _
SCALE N.TS �_
RAILING END MOUNTS
SCALE:NTS