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HomeMy WebLinkAboutConstruction PlansDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT= 150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 34' max - ASTM C 33
1.1.3. Air entraining +/-1 % - ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation)
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections and PFB are to be stitched with either #14 screws
6" from end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 and FBC 454.1.3.1.9.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spailing, or other deterioration.
Roof Type Screen Size
Full Mansard 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB)
2x2 2'x 2'x 0.046'
2x4SMB: 2"x4" x 0.044' x 0.100"
3.75PFB: 2"x3.75'x0.050'
2x3: 2"x3"x D.D50"
2x6SMB: 2" x 5'x0.050'x0.100"
5.75PFB: 2"x5.75"x0.055'
2x4: 2"x4"x0.050"
2x6SMB: 2"x6" x 0.050'x 0.120"
COLUMNS
2x5: 2"x5"x0.050"
2x7SMB: 2"x7'x0.057'x0.120"
2 x8 SMB: 2"x e" x 0.072' x 0.124"
3x3: 3'x3"x0.125"
4x 4: 4"x 4'x 0.125"
OPEN BACK SECTIONS
1x2: 1"x 2"x
2x1 SMB: 2' x 9" x 0.072' x 0.124"
6x 6: 6'x 6"x0.125-
0.040-
1. 3: 1" x 3" x 0.045•
2z0SMB: 2"x 1ON0.092'x 0.398'
MINIMUM FASTENER EDGE DISTANCE: 12" KB: KNEE BRACE
MINIMUM FASTENER SPACING: 3/4" RC: RED. CHANNE
SNAP SECTIONS
2x2 Snap: 2"x2"x 0.04F
CONCRETE SCREWANCHOR: SHEET MATEL SCREWS(SMS)
2 x 3 Snap: 2" x 3" x 0.050"
2 x4 Snap: 2'x4"x 0.045"
SIMPSON TITEN HD OR EQUIVALENT ITV BUILDER OR EQUIVALENT
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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PLAN VIEW
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- NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN
118" BRACKET CUT
FROM 1" x 5" ANGLE.
CONNECT WITH (9)
#14 X 3/4"SMS
/- x S ALUM.
x
ALUM. FLATLAT BAR.
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C/ONCRETES REW ALTERNATE CONNECTION
ANCHOR
UPRIGHT 118" S.S. CABLE
DOUBLE ///��� 1-1/4" x 5-51W x 118" ALUM. FLAT
COMPRESSION / BAR. WITH (2) 318" DIA. CONCRETE
SLEEVES / ANCHORS. MIN. 23/4" EMBEDMENT
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
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EMSEDMENTINTO
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CONCRETE
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FOUNDATION PER PLAN
BR-1 CABLE BRACING
2 SCALE:NTS
2"x0xl/8" ANGLE EA
SIDE
(1) 318" DI
SCREW At'
(1) 1/2" DIA THRU BOLT WITH
NYLOCK JAM NUT (JAM NUT WITH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) 914 x 3/4" SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
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SIDE VIEW
OP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
1X2 O.B. ANCHORED TO CONCRETE
WITH 1/4" DIA. CONCRETE SCREW
ANCHOR @ 24" O.C. MAX
(4) #14 x 3/4" SMS INTO POST —�
FOR CORNER CONNECTION
FASTEN 1X2 WITH #12 x 314"
SMS @ 24" O.C.
0
? 01X2I a � UPRIGHT
(4) #14 x 2"ISMS THRU 1X2
INTO POST TOP VIEW
AT CORNER
UPRIGHT TO FOUNDATION CONNECTION
SCALE:NTS
Note - Orientation may be different.
3/16" GUSSET
PURLINS ATTACHED TO BEAM
WITH (4) #10 x 1-1/2" SMS WITH
WASHE INTO SCREW BOSSES.
914 X 3/4" SMS @ 1-1/4" O.C. � // h Y�O/�////��
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION
2 SCALE:NTS
x 2° x 2" ANGLE WITH
(4) #14 x 314" SMS INTO
POST
V1/8°
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEOMENT
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SIDE VIEW
PER PLAN
tx2 O.B. ANCHORED TO
T�--EMBEDI@24'0.C.
CONCRETE WITH 114" DIA.
ANCHOR (MIN. 1-1/4"
{4) #14 x 3/4" SMS INTO
POST
> d 1) 3/8" DIA. CONC.
' ° d ANCHOR. EMBED MIN.
2-112"
d a'.
a •' d
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
DJ-1 DOOR JAMB CONNECTION
2 SCALE: NTS
OPTION 1:
(4) 910 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP OR —
SELF -MATING BEAM
ONLY
910 x 3" WOOD SCREWS @
ENDS & 12" O.C.
CONC.
1/4" DIA. x 3" CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 24" O.C.
PTION 2:
2" x 2" x 1/8" ANGLE WITH (2) #10 x
314" SMS IN EACH FLANGE, EACH
SIDE (TYP)
r—PURLIN / GIRT CHAIR RAIL
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN 1 DETAILS
PURUN PURLIN
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(2) #14 X 2'. SMS THRU BRACE INTO
BEAM THRU GUSSET PLATE
BRACE AT INTERMEDIATE JOINT
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BRACE AT EAVE RAIL WASHER & STAINLESS $EEL NUT
FIL.S Coy SHEET
BR-3 ROOF BRACING v
2 SCALE:NTS 2
CD W
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***0 cm sa®�o0,e�/'//%'s
W ®�® ® o® o©oe00000 sd
0.125" THICK "Z" BRACKET @ EACH BEAMIPURLIN. ; z o° °o
ATTACHED BRACKET TO FASCIA WI 3/8" x 3" LAGS (3 NOTE: W e' © co a ®•
PER BRACKET). ATTACH GUTTER TO FASCIA WITH (2) 3/8" DIA, x 4" LAG SCREWS FOR '� ®' N o
3/8" X 3" LAG @ 24" O.C. ELSEWHERE. SPANS GREATER THAN 30'-0" a ® o ^ O
1"X 2" OPEN BACK IS NOT NEEDED IF ®(� W �-® ..�(
BEAM NOTCHED m °
GUTTER HAS SPLINE GROOVE. o i O
OTHERWISE, CONNECT 1X2 TO OVER UPRIGHT
BEAMIPURLIN WITH (2) #10 x 2-1/ SMS
THRU BEAM/PURLIN INTO SCREW
NOTCH BOTTOM FLANGE OF �' o°oo
BOSSES. CONNECT 1X2 TO GUTTER _
FLASHING PURLIN TO OVERLAP UPRIGHT
WITH (1) #14 x 1-112" SMS @ 6" FROM /
ENDSAND24"O.C.;
EAVE RAIL INTERNALLY SCREW THRU EAVE RAIL # - �� d i 21 !!�'�a'O
SCREW THRU BEAM INTO INTO PURLIN SCREW
/ SCREW BOSSES WITH (3) #10
x 1-12"SMS BOSSES WITH (2) #10 x 4" O
SMS O r^ e
ATTACH 1X2 TO EAVE RAIL #O ATTACH 1X2 TO EAVE RAIL
WITH #14 x 1-1/2" SMS @ 6" WITH #10 x 1-12" SMS @ 6"
6 FROM ENDS & 24" O.C. O O
FROM ENDS 8 24" O.C. W R
C N
1" 2" x 7" x 118" PLATE WITH (4) 914 �„ en
(1) 12" DIA. x 2-1/2"THRU MI x 314" SMS EACH SIDE OF BEAM i" R
ONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT. •O U O
2" x 2" x 1/8" x 2" ANGLE WITH (a) MINIMUM OF 2" x 4". IF LESS, 2" X 4" THREADLOCKER MAY BE
#14 x 314" SMS INTO BEAWPURLIN PT SUB FASCIA SHALL BE PLACED USED ON NUT IN LIEU OF 0
AND (a) [(2) IF 1X2 IS SCREWED TO w .+ — o
BEHIND EXISTING AND LAG LAG NYLOCK JAM NUT. DO NOT UPRIGHT PER PLAN W a H
BEAM USING SCREW BOSSES] #14 UPER GUTTER SCREWS SHALL BE LENGTHENED OVERTIGHTEN.
X 3/4"SMS INTO 1X2 (OR GUTTER). TO FULLY PENETRATE SUB FASCIA.
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING, ADD 2" x UPRIGHT. SEE PLAN p b m
BEAMIPURLIN 4" PT FASCIA WITH 112" DIA. LAG FOR SIZE
WHEN BEAM IS LARGER THAN GUTTER, .062" BACKING PLATE BOLTS, EMBEDDING 1-1/2" INTO A o
2 118" x 1 1/8" x 0.062" (MIN.) ALUM ON INSIDE OF GUTTER TRUSS TAILS. PRE -DRILL WITH 318"
RECEIVING CHANNEL W/ MIN. (2) #12 x DIABITTO PREVENT SPLITTING. TH 5 C
3/4" SMS SHIM AS NECESSARY IF OTHER �/1 °
THAN A PLUMB CUT FASCIA. ��11 a
U z
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED W
RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION RC-2 UPRIGHT TO PURLIN CONNECTION =
3 SCALE: NTS 3 SCALE: NTS 3 SCALE: NTS
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MEMBER SIZE
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1"
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1112°
st Quarter of the
ige 40lk b
ght of Way for
of Way for Upsal
.f the Public
€ost along the
eginning; thence
;outh 89 43'OI?"
.80 feef« thence
ung.
of the Northwest
A, St LuCie
I I'me of said
of 195.28 feet;
t tine of Hotchef
line of hatcher
5'34' Wesf, a
of land:
A Quarter of the
ge 40 East, St.
Iht of stay for
of Way for Upset
the Public
z-ast along the
orth 01'05'00"
W55`00 nest
nce North
36.44 feet;
leginning
54t, page
.3i1.1
:ALE; 1 "=40 ' Atlantic Land Designs
TE�i8�z�2 of the Treasure Coost. LB7468
i54 I£ Jensen Brach Blvd, Tense, Beach. Ft 5(957
RAft, SWVC MaUfng Address:
P.O. Box 1421 Jensen E3each, FL 349%
1020-0380 ALD5543@gmaiLcom (772) 398-4-290
DATE: REVISIONS
LAST F t ELD DATE.
ABBREVIATIONS: ,
SET = SET 56/I14AIiKFRaty AR ITH
YELLON CAR ED 'PS�t55543
FD a FOUND 5f8, IRON REBAR
I1CHT OF WAY
= VEASLRED
Po PLATTED
C - CALCULATED
OH -OH -OH- - OVERHEAD VtRES
X-X-X a CHAIHL INK Ef♦.CE
�i}-= PLASTIC FE CE
0-0-43- _. (gip FENCE
COktC.. = CONCRETE
CONCRETE PAD
Co,f = COVERED
SURVEYORS NGTES:
1. UNLESS 0 SE NOITD Y PLATTED EASEy kIS ARE %a IfMck
2 ALL LOT 11SON5 SHO} f( ARE PERP�.AT UJ LER OIIIFR SISE SH*
I Ii0 UNDERI;FtOL*0 OUTiES OIS WEX LVA10 u)((Lin
OM$SE SHOft
4. THIS SITE LIES. *VT1914 FLOOD WRRA),la RATE VAP ZONE X Wpj
12111081% DATED. 2-19-211
X FL'OOO Z0 E W#( HEREON 15 Alf NOPRETATION BY THE SURWyM
AhD IS, PROADDEE0D AS A 0OURIES1[. THE FLOOD ZdjE SOLD BE PERMED
BY A DETERtiIRklat1 AGENCY.+ .
E BEAMRW SHOM HEREON ARE BASED C4 TIE "MR LINE. OF
MATCHER STREET AS BE149 (+IQ1TEr'WE ACCMD140 TO THE. PLAT
DESCR18ED HERECk
7. RELD.E DEOTES PLWC URUTTES AND M*AAE EASEiiEk1T.
U.E. DENOTES UTILITY EASEIt(EW.
8. THE ACCURACY Of TRLS SURVEY IS PREtIfW OII X EXPECTEp I15E DT
THE SURVEX THE EXPECTED USE/PTAtPM OF THIS &MY- is MORTGAGE
FIIIA CNG. ACCURACY=f FOOT Hi 7:5W FMT gqRR 8EnM
9 AMOS OR DELE.T1015 TO ROS SURM' i,1AP BY A40E 000 TFq
!fE ZW ST1 WOR IS PROHIBITED *TROUT OnE4 C0401. ,
POW OF
GEdW.-
MrN. SETS CK REQ.
FRONT
SIDES
CNR SIDES 0
of
T
B Q L.J t,LQ,A,FRY _<3 Lj M`/t=lr
Ce r t i f i ed t D.. ann P. Colonna
Farr*ayt Indepe>;dent. Wortgage Corporation
First International. Ttfe, Inc,
Fidelity National Rite Insurance; Company
1 heoebY a INY That the survey shoo hereart is true and correct
sad; is based on actact measelerements taken Iry the Ifield.. This
¢usvey meets the t,1iahm Feehnical standards of Chopt.er 5J-f7 rr
'rorida admFrt.istrotlYe code. u,c,�y
PSM- 5543
- aa++=rs«rMh"atK cn.a x
James A. Ce=siro )r
�+t.r-asfeFq.n.l�..c.a�. rG $TAict+r
NOT VALIt? wmiouT ANAuflWt Mff?L�CTRONIC a Ftac i a e
SIGNATURE ANDAUTHE&MCATED ELECTROghr-SeAL
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