HomeMy WebLinkAboutENGINEERINGTABLE OF ROOF BEA;_ Ji. COLUMNS, PURLINS A ) GIRTS:
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 7'-3", EXP. 'B',150 MPH
WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
BUILDING CODE (FBC), CHAPTERS 16 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2015 EDITION.
TABLE 1 MAIN ROOF MEMBER SCHEDULE
MEMBER
MARK
MANF.
WEIGHT
ATERIA
THICKNESS
LENGTH DESIGN BASIS
#
I SKIN.
I POLY I SKIN
I FT.
IFL. PROD. APPR.
POLY ROOF PANEL # 1
PRP1
ELITE
I 1
I ALUM
1 3"
0.024
1 13'-0"
FL7561-R3, DWG.
FL-1001, 3-20-15
TABLE 2 MAIN MEMBER SCHEDULE
MEMBER ---Fm-A-g-KT
SIZE
I MATERIALl
TYPE
I THICKNESS
ILENGTH DESIGN BASIS
b x t
I ALLOY
I
I W
I F
I FT.
COLUMN # 1
COLUMN # 2
COLUMN # 3
COLUMN # 4
COLUMN # 5
CHAIR RAIL # 1
CHAIR RAIL # 2
CHAIR RAIL # 3
CARRIER BEAM # 1
EDGE BEAM # 1
Cl
2x3
ALUM
HOLLOW
0.050
0.050
7'-3"
CALCULATION
C2
2x3
ALUM
HOLLOW
0.050
0.050
7-3.8"
CALCULATION
C3
2x3
ALUM
HOLLOW
0.050
0.050
7'4.9"
CALCULATION
C4
2x3
ALUM
HOLLOW
0.050
0.050
7'-4"
CALCULATION
C5
2x3
ALUM
HOLLOW
0.050
0.050
7'-5"
CALCULATION
CR1
2x3
ALUM
HOLLOW
0.050
0.050
1 4'-6"
CALCULATION
CR2
2x3
ALUM
HOLLOW
0.050
0.050
4'-4"
CALCULATION
CR3
2x3
ALUM
HOLLOW
0.050
0.050
3'-10"
CALCULATION
CBI
2x3
ALUM
HOLLOW
0.050
0.050
4'-8"
CALCULATION
EBI
2x3
ALUM
HOLLOW
0.050
0.050
12'-0"
CALCULATION
ADDITIONAL SITE SPECIFIC INFORMATION
THIS POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL COMMUNITY WEST OF THE TURNPIKE FEEDER ROAD
AND NORTH OF INDRIO ROAD IN FORT PIERCE. THE SCREEN ENCLOSURE HAS MANY HOUSES AND TREES AROUND IT.
IN ACCORDANCE WITH THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE
THIS ENCLOSURE SHALL BE CALLED AN EXPOSURE 'B'. ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY
LOCATION", A PRODUCT OF 'APPLIED TECHNOLOGY COUNCIL' THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK
CATEGORY 1 ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 145 MPH. HENCE, THE REQUIRED
DESIGN PARAMETERS BEING HERE ARE 150 MPH WIND LOAD, EXPOSURE 'B', RISK CATEGORY 1.
THE NEW POLY ROOF SCREEN ROOM HAS A TOTAL RISE OF 3 INCHES AND A RUN OF 12 FEET WHICH GIVES A SLOPE
OF ABOUT 0.25 INCHES PER FOOT. THE POLY ROOF SCREEN ROOF IS BEING BUILT ON AN EXISTING NOMINAL 4" SLAB
THAT IS IN GOOD CONDITION. THIS FOUNDATION IS ACCEPTABLE FOR THIS POLY ROOF SCREEN ENCLOSURE. THE
DESIGN DRAWING IS SHOWN ON SHEET 2. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3.
ADDITIONAL CONNECTION DRAWINGS ARE SHOWN ON SHEET 4.
2
SPECIFICATION NOTES AND DESIGN 'RAMETERS:
THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH
EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE
AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APPLIED.
A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT 7'-3", EXP. 'B', 150 MPH
B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER
FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10.
C DESIGN PRESSURE: (18114 SCREENING), WW @ 27.28 PSF, LW @ �9.36)PSF,;FOR SOLID ROOF @_ 25.00 PSF PER TABLE 2002.4.
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 �����
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING A
ARE THE RESPONSIBILITY OF THE
MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): CONTRACTOR OF RECORD
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
F
INSTALLATIONS UTILIZING THE SUBJECT METHODS.
C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPE�yIM.
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERAT �SE PLANS AND ALL PROPO 7 0
NS
D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST ME jf,�Alw 'HAT
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAIlA$L5'I61� qI�I
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLL§),WA" A� IN906CODES,
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE w61W019K USED TO SUPPORT THAT
SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER.
H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS,
COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS,
ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE
IN ACCORDANCE WITH:THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN
ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING".
POLY ROOF SCREEN ROOM
DWG. # AQC-2018-248, REV. 0
January 20, 2018
SHEET 1 OF 4
GENERIC DESIGN DATA
HEIGHT 7'-3", EXP. 'B',150 MPH
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
LOCATION:
NAME:
KITTO RESIDENCE
ADDRESS:
702 BELMONT AVENUE
CITY/STATE:
FORT PIERCE FL 34951
COUNTY:
ST. LUCIE
l pl - OS37
D FOR -CE
on'-% i'4' A.fil1^�'r 13E '�� ® JOB
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOV%�j6
td 1�9�i1�6:
CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. ��33
THIS DRAWING IS ONLY ACCEPTABLE
(MIN.), BE 3" FROM THE -EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE.
FOR BUILDING PERMITS & ONLY WHEN IT
HAS THE ENGINEER OF RECORD'S RAISED
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
SEAL. COPIES ARE NOT DEEMED VALID.
ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
THIS DOCUMENT IS THE PROPERTY OF
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
R. A. DUNLEA, P.E. AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART
7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
WITHOUT THE WRITTEN CONSENT OF
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
R. A. DUNLEA.
B ALL BASE, WALL & CEILING FASTENERS MUST BE NO MORE THAN 24" O. C. WITH MINIMUM ENGAGEMENT OF 2".
AWN
R. A DUNLEA, P.E.
8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
1513 CERVANTES PLACE
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, ®�
THE VILLAGES, FLORIDA 32159
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
285-6444, (352) 750-6207
6u
C 4" NOMINAL PATIO SLdB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,
�72)
�jobdunleaClcenturVlink.net
D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE.-
FLORIDA P.E. LIC. No. 42835
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: <�fps --"•0144
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, ���� P.NTHONy46
�
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8" AND TWO #5 REBAR FOR LARGER FOOTERS. ��Q`� • • • E 96..
•••OtfyQ►`
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: a
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, s *G �• �/ 4 •
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE.
•� f �w Q/Ff�
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. o Q •• TAT -
12 PLUMBNG,IE CC SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT.TRICAL, ��i��s�0NAL ��? 6
HOUSE
I 7' f' I
1x3
K
<-CR2 E131-
4'-6"
P
<-2x3 2x3-
C3 2x3
4'-6"
K
<-CR2 EB1-
P
<-2x3 2x3->
12'-0"
r'.
C2 2x3
x�
3'-0"
SCREEN DJ
DOOR
1x3
HOUSE
SITE SPECIFIC DRAWING
HOUSE
3" - I LB. POLY ROOF w/ 0.024" SKIN
HOUSE
HOUSE
I 7'-6" I
12'-0"
4'-0"
12" OVERHANG ALL AROUND
16" 5'-11 " 5'-11 " 116"
7,-3" I 30'-0" I 7'-T'
LEFT SIDE ELEVATION VIEW PLAN VIEW RIGHT SIDE ELEVATION VIEW
3" -1 LB. POLY ROOF w/ 0.024" SKIN
CB1 2x3
<-C1 C1->
<-2x3
CR1 2x3
CBI 2x3
<-2x3 C1->
CRI 2x3
CBI 2x3
<-2x3 C7->
CR1 2x3
C131 2x3
<-2x3 C1->
CR1 2x3
CBI 2x3
<-2x3 C1->
CR1 2x3
CBI 2x3
<-2x3 CI->
2x3->
CR1 2x3
KICKPLATE (KP)
KICKPLATE
KICKPLATE
KICKPLATE
KICKPLATE
KICKPLATE
- n "I
77777M
.ST1N,(U.N73MINAL
SLAB ES :
4'-8"
4'-8"
V-8"
4'-8"
4•-8"
4•-8"
28'-0"
.
FRONT ELEVATION VIEW
u
POLY ROOF SCREEN ROOM
DWG. # AQC-2018-248, REV. 0
January 20, 2018
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT 7'-3". EXP. 'B'.150 MPH
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
LOCATION: I
NAME:
KITTO RESIDENCE
ADDRESS:
702 BELMONT AVENUE
CITY/STATE:
FORT PIERCE, FL 34951
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(aD,centurvlink.net
FLORIDA P.E. Lic. No. 42835
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POLY ROOF SCREEN ROOM
DWG. # AQC-2018-248, REV. 0
January 20, 2018
SHEET 3 OF 4
POLY -ROOF CONNECTIONS
HEIGHT 7'-3", EXP.'13% 150 MPH
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
BOTTOM. AOD (L) bM L- zit. rrsvin I Pun i 14" MAX O.C. TO HOLLOW HLOCK I GLr� 1 * ° a r " ° W1 = `NAL :.DAD • "••
- ENCLOSURE END TOP &.BpTTOM. )1F.:°.VY AT�.` a° ° ° 4L= Rt7OFLOAD _ SHOWN
ADHE!-,m CAULx Top & BOTTOM CONTINUOUS (OPT_)'. e ' ° a ° ° ° U BOLT
Et '' ° °. = o USE �" LAG S W/ 1" MIN.
EEC LO I JP�c I O CONCRETE DECK ° ° ' ° a ° ° ° a ° ° WASHER DIAMETER, 1"'MIN._LOfLGER . '
° ° ° ° Q ° " ° CARRY BEAM PER TABLES. LOCATION:
E4rRRY BEAM PER TABLES OR
T PANEL @ SIDw . THAN THICKNESS SPACED PER
AI�IOj fC�ti�7 DE T AiL LAG. SPACING TABLE 2- ( ON- RING) ALLS
1
OPTON 1; USE �{�.` LAG BOLTS SFAI G1.51TE SPECIFIC LOADBEA • .
*SEE GENERAL NOTE l0 FOR I ITATiON W/ 1' MIAL -WASHER OIAMETEP.,.. I. D AWING C4.-CULA.TIOMS
1' MIN. LCiNG� THAN PANEL BOTH OFRONS) (2) -%, THRUBOLTS, '1=
GOLUF4N=RFUt' 1l+ F S OiR 3'x3'x3 =%' ANGLE WITI'1 (2) �/d°s13/7 EMBED. TmCKTIESS SPACED PER LAG CARRY BEAM ICl COLUMN " 1tYtlEfd.FAS! ,NI�0
stJEGIFIC TApcONs w/a'. WASHER DIAMETER TO SPACING TA6LE T1�5 6ET4tL D Q `.�LI114riif?1UF;TRtilFAST'HII x
bRAVJINGSJs ALC(1LRTIDNS SLAB, 2rfz" APART '& 3' FROM SLAB EDC,E a (s) o n NOTC19_Co611MN IV ffER TO FIT ('r : 3W"") AT 1 O.C. FQR up. i FOR-COMPOS�FE-ROOFS:
414 SMS TO COLUMN,1j' FROM ANGLE EDGES, OFF ION 2: f4° THRUBOLTS TO TY CARRY BEAM SNUG
ONE EACH SIDE OF COLUMN ROOF 4- FROM ENDS & 1T 1 O 130 -MPH-. WIND ST''E=D 1 #10 X (%+1/2'y 6:m-S.-wl
8U'Fi i oPTlolvS: 3���' ANGLE, Cs) - I
O.G_To 2-zZ-i a' ANGLES t14 SMS EA Lam, PA SIDE OF COLUMN ' L VOSUR` 'Ot - F O.E. FOP. ; 1-1/4'O FENgE R WAS# IERS
(ETHER SIDE IF REQUIRED BY '
wwv mNG mrIm COLUiWN PER FABLES DK i - ABOVE 1301AP4 �.,'�D UP I O @'12° 0.4. C f
NAME:
KITTO RESIDENCE
ADDRESS:
702 BELMONT AVENUE
CITY/STATE:
FORT PIERCE, FL 34951
COUNTY:
ST. LUCIE
a o ' SPECIFIC ORAWING/CALCULAATIQWS 15Q hAPH iMNa SEED PANEL T7 IICkCAI SS
, bs0R.E'w i` ` @ ROOF BEAPJNG ELE
-(SHgVM) . D.24'0C.
SECTION- AT SIDE -01F ROOF PANEL CAUUK ALL QGPOSEDSC��► pip�3�NG ELF�ItEi�€F (ODE' THE "CIRCLED" CONNECTIONS
sTHWSI k-WAS; ERS ON THIS SHEET ARE BEING
i�iG CaN�RETE 5LA8 &FOOTING. SEE SHEET
SPECIFIC WAS USED FOR THIS PROJECT.
•DETP�tS]P.ADDTiIIONALFOOTIriIG f3.1SIrIEERING S
�' LAGS, t4' FROM ffm3 ; E 24, MAX. c.c., 1° MIN
LONGER THAN PANEL 0004S5 TO SECURE RL10F
. ,E BEAM �ONNEO-nON @ WALL �13x3/a Tb N04�i-PfuttaRYWA!!S OPILY• CILILKALLSCP�A1 : ' -' POP. PAN ROOFS:
, T 1a'� HE4DS I :. :.. _ 2 3
.. ...........
*SEE GENERAL NOTE 10 FOR L1 TID T(P. TflP s _ - - �3 EACH #8 x IP". LONG S_1 ij
eaTT°N . ° - - - P-ER:12' PAI�EEL f/`3F4'
EPS PO Y _ (USEbAS RtQURIED WHEN ° ° ° 'a ° ° _ — -_ - 4 5 6
CONNECTING TO WALL ° ° ° e1TE f700F
aooF ) a a - AL�JI:�FI�ttJAi�`Pi fd-'&SHER
o ° ° ° PANEL _ _ _ _ - - D
1/q'THRLWLTTHR000H -
u 2°xrA, ANGLE TO ROOF, aIr 2 X Z eOX 7 $ `9
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BDTTaI f OF CARIty BEAM w/ (z) %;°10 11
L=-THk178OLT5 sIOE, (5) 14 SECS BOI'iOM, YACv� O 2'%Z'XYe" ANGLE, f3) 114 5,'RS EA ROOFFANEL
4.: `•CfSF Y REf1M PER Fri FNED TO CAS WALL W/ (2) Yl*% Y4' LEG, EA SIDE Of BEAM
EMBED TAPCONS OR TO WOOD (MIN 2X, NOTE: DRAWINGS ARE
.,SPEC,�J3C T_Mi-EGR] Y BY OTHERS) WITH (3)414x1'/za
^ war�cN8 ' - s Q. NOT TO SCALE
- _ o SUPPOFRTING' BEARD
ate... - ..�..
1 �n BEAM SPLICE --
:: •. <,:_,. , TOP 3c,7o
0.ERL35iOfY I D97" s�ETABIs•oEL�W R. A DUNLEA, P.E.
=i +vsio�is � H: Fsi M , , - ° 09_° OVER COLUMN R ? 1513 CERVANTES PLACE
I Th i=SC(1T 24i F� Try �JSE. 2, x s' x OOE PAfV E L TO B
: ` I 516E a BE (i)'1�'LaG s°'?'I_ FA.�C.:TEN']f�G l�'E7'Q, THE VILLAGES, FLORIDA 32159
;FPI.G?!c�TiItJC- r1IlL 2 3 I 493° TUBE Ar i ...ARRY 5MT -(+ i'
E;i?E4'CGdE*1k''t?If%JI NSOf LS BOX e - -
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- 1
7 85-6 5 50 6207
N:',:4LL-EXfd?11SZ�T45 TO 3E I gE[Ly , N ^IOE OF PGI'Tc PANELT m bobdunleaCaD-centurvIink.net
2-x3'COLUMNSHOWN SCREEN
�H�+9 , M FLORIDA P.E. Lic. No. 42835
2 X JAR;LG Sim; 2' 21 '.�. f. EACH SIDE
3 - $14 SMS EACH SIDE `• •
I : _ '+':'''- r'°::; :, F.::.::.. -- �•° a- ` _to- LAP BFAA "4 SAS 0445' & 3`° ;J aa38DA CONCRETE ANCHOR
1-OC.MIN.
(rACN OR EQUAL) rI 'IBM1=S X O, 43
D.C.2' EMBEDMENT IN. @ , I24(9r MIN. b" TOP " ° �' ■ J �� '� • ... , Vj� ®� S6°i TOM -L ■ t.Q� .•' •••..V
_ 1 [�j - - I. .° -.• _ 1) THIS DETAIL MAY NOT BE USED 1'SQ' 09. BASE PLATE
I,P- .�. - 'U.R.°Y.3EPId- a' --a 'r'•:'.• FOR COLUMNS LARGER THAN 2-�[3'..2-MI-N.. ' O •
1 I 1 _ t QC ONCRETE FASTENER SPEcRICAf10N5:' CC • 9 f
j 2 X 3 - 7�' 2) TWO (2) WIT- DM BOLTS MAY BE
.• ..
wt
.... ,a . -.. z - - I rBCF.s ..?T'T SUBSTITUTED FOR THE 3 - N14 SMS (2 CONCRETE FASTENERS MUST HAVE A • �( -
..':' '...`. ^•%- = - . o' 'A!TGE-i{,!a" -' _ (MIN.) ULTIMATE TENSION CAPACITY OF * o
;: a � � = �fdA? GErl•I TOP ISSGc ,., .. � a^ � _ BOLTS REPLACE 6 SCREWS) O- �
r i BE?li I ?JM_'PL=F'-•ON E 3) THIS CONNECTION CAN BE USED IN 2,W N OR A WORKING (MINIMUM) TENSION ® • •
2X4 .� 7�1').047 7E'irl AS ':. CAPACITY OF N, AND, (MINIMUM)
• / % ��
tI I I 5-{GE Of C? !' a rd' • :c 1 WOOD BY USING SIMILAR SIZE 10
C rc I 3 u. N I ri ^GUI I WORKING SHEAR CAPACITY OF 300. (DO 0 •
1 �� 7n° .?�4�,05'; a SCREWS LY THE HEADER - ANCHORSNOS�FORLARGER SIZE ANCtiORSJ •� ••• E
�. 2' MIN.J r_riIJMW ?c'"rL i:+_L=�. • 5
fI�I:`ari0. 1 z d '210'.07_ 1®
'� �•� .� COLUMN /FOUNDATION FASTENER FOR 2x2 AND 2x3 p
'� •.::. �.,.... _ y - 2Xa 2_4`=.07c L-2' OR
•;,•n.;.> : ��•���•• • R+QP ••a��',�O
LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY=1,100N. SHEAR CAPACITY =228N.
�s:L::.. 3• :OL'1A..c _�.�.I-. Z----Z.O° �Y S r'-0 .35G ♦ v Q
ALTERNATE CONNECTION: (2) # 10 x 2"
LONG S.M.S. THRU SPLINES GROOVES
EDGE
_ 1" x 2" OPEN BACK
ATTACHED TO FRONT SIDE WALL HEADER
POST w/ #10 x 2" LONG ; ATTACHED TO 1" x 2"
S.M.S. MAX. 6" FROM ; OPEN BACK w/ MIN.
EACH END OF POST TWO (2) #10 S.M.S.
AND 24" O.C.
NOTE: THIS CONNECTION SIDE WALL GIRT ATTACHED
IS ALSO GOOD FOR 1x3 , TO 1" x 2" OPEN BACK w/
OPEN BACK MEMBERS, i MIN. THREE (3) #10 x 1-1/2"
2x2H.AND 2x3H MEMBERS. ; S:M.S. IN SCREW BOSSES
■
FRONT WALL GIRT—> i
V x 2' OPEN BACK
ATTACHED TO FRONT
POST w/ #10 x 2" LONG
S.M.S. MAX. 6" FROM ;
EACH END OF POST
AND 24" O.C.
4- #10 S.M.S. FROM
INSIDE FACE OF POST
INTO SCREW SPLINES
OF HOLLOW GIRT
(2" SCREWS MIN.)
GIRT OR CHAIR RAIL
- - - - I
SELF MATING POST-->
FRONT AND SIDE BOTTOM RAILS
ATTACHED TO CONCRETE w/ 1'4" x 2-1/4"
CONCRETE / MASONRY ANCHORS @ 6"
FROM EACH POST AND 24" O.C. MAX. AND
WALLS MIN 1" FROM EDGE OF CONCRETE.
TAPCON (OR =)
ANGLE (CAPRI) CLIPS MAY
BE SUBSTITUTED FOR
INTERNAL SCREW SYSTEM
CONNECTION w// CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS
THREE (3) #10 x
2" S.M.S. INTO
SCREW BOSS
ANCHOR 1" x 2"
EXTRUSION TO
CONCRETE w/ 1/4" x
3-1/4" CONCRETE
ANCHORS WITHIN 4" OF
EACH SIDE OF EACH
POST AND 24" O.C. MAX.
NOMINAL 4" SLAB,
3000 PSI CONC., 6
x 6 -10 x 10 W.W.M.
OR FIBER MESH
FOUR (4) 1/4" x 4"
LAG BOLTS w/ 1-1/4"
FENDER WASHERS
PER 4'-0" PANEL
ACROSS THE FRONT
& ALONG THE SIDES
BEAM/HEADER
ANGLE CLIPS (CAPRI) MAY
BE SUBSTITUTED FOR
INTERNAL SCREW SYSTEM
MIN THREE (3) #10 x
2" LONG S.M.S. INTO
SCREW BOSS
1" x 2' EXTRUSION
VAPOR BARRIER
UNDER CONCRETE
2_11-1/8" MIN. IN
oi
�� ,"�:. r CONCRETE .
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
1 COMPOSITE ROOF PANEL I
HEADER ATTACHED TO POST
w/ THREE (3) #10 x 2" LONG
S.M.S. INTO SCREW BOSS
ANCHOR 1" x 2"
EXTRUSION TO
CONCRETE w/ 1/4" x
3-1/4" CONCRETE
ANCHORS WITHIN 4" OF
EACH SIDE OF EACH
POST AND 24" O.C. MAX.
NOMINAL 4" SLAB,
3000 PSI CONC., 6
x 6 -10 x 10 W.W.M.
OR FIBER MESH
BEAM OR HEADER
RISER PANELS
x2 OR 2x3 ANGLE CLIPS MAY
HOLLOW BE SUBSTITUTED FOR
INTERNAL SCREW SYSTEM
POST ATTACHED TO
BOTTOM W/ MIN THREE
(3) #10 x 2" LONG S.M.S.
INTO SCREW BOSS
4" MAX. PMAX
TYPICAL UPRIGHT DETAIL
1" x 2" OPEN BACK
BOTTOM RAIL
VAPOR BARRIER
UNDER CONCRETE
SLAB, IF NEEDED
�POLY ROOF SCREEN ROOM
DWG. # AQC-2018-248, REV. 0
January 20, 2018
SHEET 4 OF 4
STANDARD CONNECTIONS
HEIGHT T-3", EXP.'B% 150 MPH
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
I. LOCATION: I
NAME:
KITTO RESIDENCE
ADDRESS:
702 BELMONT AVENUE
CITY/STATE:
FORT PIERCE; FL 34951
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIONS
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(M-centurvlink.net
FLORIDA P.E. Lic. No. 42835