HomeMy WebLinkAboutHamilton Mark - White Aluminum (09-25-2020) EFILE Edward
NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO m N
Design Parameters SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB s ke
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL.
Category I. `m Lu
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, 202 �iirR°K.,
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VULT=150 MPHN.
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3. Exposure Category,Paragraph 1609.4.3:C 0 m'.o c cow •goR oo. :
Applicable Codes,Regulation and Standards
1. The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural 06 2 5.2 5 O
Design,Chapter 20 Aluminum,and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum N
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., 1 010� 11-
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2010 Edition
3. ASCE 7-10 O
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General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
8-2 3. Any deviation from this plan shall be reviewed by the engineer of record and is 3 2-11"
subject to approval. W
r 2X3X0.125+1-1/2"X3"RC 2X3X0.125+1-1/2"X3"RIC z N a
Specifications M
The following specifications are applicable to this projects: TI N N U U 0 o w M
1. Where concrete specification are required,whether in the screen enclosure scope X X (h ----- ----- (h �� r~I� N ^o
or not,by one or more regulatory agency,the following specifications are m o ____________JI(^_y%1___________ o EXISTING COVERED LANAI X �1
applicable. o N V N THERE ARE NO SLEEPING ROOMS ADJACENT TO THE LANAI.EGRESS THROUGH HOST IS N N N \ = O oe
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1.1. Concrete shall conform to ASTM C94 for following components: r `" CJ UNAFFECTED BY CONVERSION TOSUNROOM. 1 1 1 y N
+ + 3X3X0.125 6 W 7
1.1.1. Portland Cement Type 1,-ASTM C 150 hl + M + d
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1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 < N N CATEGORY III SUNROOM 0 N N w W 0 N °�'
X A o (o
1.1.3. Air entraining+/-1%-ASTM C260 D X x X HOSTTOP OF SLAB:100'-0"ASSUMED ELEVATION O O A p
1.1.4. Water reducing agent-ASTM C 494 <^? wo N X ------ ----- X = 111-�111
y - PROPOSED SUNROOM TOP OF SLAB:99'.8"ASSUMED ELEVATION M Cl)
1.1.5. Clean Potable water O A X A N N
1.1.6. Other admixture not permitted n iv "� n Ur d
1.2. Metal accessories shall conform to: z " U
1.2.1. Reinforcing Bars-ASTM A615,grade 60 3X3X0.125+1-1/2"X3"RC 3X3X0.125+1-1/2"X3"RIC
1.2.2. Welded wire fabric-ASTM A185 23'-
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". 0" 2'
Water Water added after batching is not permitted. 0" EXISTING ROOF AND FRAMING
1.4. Prepare and place concrete per American Concrete Institute Manual of PLAN VIEW TO REMAIN
Standard Practice,Parts 1,2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene curing required. SR-2
1.6. Prior to placing concrete,treat the entire subsurface area for termites in 2
compliance with the FBC. 2X3X0.125+1-1/2"X3"RC
1.7. All aluminum components embedded within concrete shall be coated with 3
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 WWF. e) i N i in Cl) i c`DN N in
2. Aluminum extrusions shall be 6005 T5 Alloy. N ® 0 /q� N 17 N ® o 6 N C
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better SR-3 ' M `=F� cXn cXn
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zinc plate to ASTM 6633,or stainless steel series"300". 2 ; co i + + i M i M i + ti
4. All Self Mating Beam Sections and PFB are to be stitched with either#14 screws + U L0
6"from end 24"on center or#12 screws 6"from end 12"on center. 2X3X .125 7 2X3X0.125
5. Screened enclosures containing swimming pools shall comply with the applicable o 0 6 0 M
requirements of FBC R4501.17 and FBC 454.1.3.1.9. M M M M j - O a) M
6. Door location shall be determined by contractor in the field. M N N N N E m
7. When installing pavers over concrete slab or footing which are supporting M J O
aluminum members,such as continuous screen tracks or upright,the anchors 2X3X0.125+1-1/2"X3"RC ALUMINUM COIL KICKPLATE = a) tL
must extend past the avers and reach proper embedment into the underlying INSIDE AND OUT WITH 3"FOAM Y 0-
P P P P Y 9 3» 3» 3»
'-1" '-1" 4'-6 '-6- '-6- BETWEEN.FASTEN WITH#12x
foundation. 4 4, 4 a d v
-2" -1 3'- ' 3/4"SMS @ 12"O.C.INTO EACH a
8. All flashing and waterproofing shall be provided by the contractor. MEMBER.(TYP) a>
9. Use of these plans acknowledges and accepts a limit of liability not to exceed SR-1 vj LO m
design and engineering fee. 2 FRONT ELEVATION }'
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph 'a y W
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Foundation Design:Existing 8"x8"Thickened Edge 4"Slab on Grade
300 Q C
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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 0
structural cracking,spalling,or other deterioration. a
WINDOW/DOOR SCHEDULE
MARK WIDTH HEIGHT BUILDING PRODUCT
Roof Type Screen Size Q TYPE (INCH) (INCH) MANUFACTURER MODEL FPA#or NOA PRESSURE(PSF) PRESSURE(PSF)
None None
ALUMINUM MEMBER DIMENSIONS A HORIZ.ROLLER WINDOW 44 63 PGT HR-7710A FL242.9 29.4 -38.7 65 -65
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS B HORIZ.ROLLER WINDOW 52 63 PGT HR-7710A FL242.9 29.4 -38.7 65 -65
2 x 2:2"x 2"x 0.046" 2 z 4 SMB: 2"x 4"x 0.044"x 0.100 3.75 PFB: 2"x 3.75"x 0.050"
2 x 3:2"x 3"x 0.050" 2 x 5 SMB: 2"x 5"x 0.050'x 0.100" 5.75 PFB: 2"x 5.75"x 0.055" C SGD 72 80 PGT SGD-770 FL251.4 29.4 -38.7 60 -60
2 x4:2"x4"x 0.050" 2x6SMB: 2"x6"x0o50"x 0.120" COLUMNS
2x5:2"x5"x0.050" 2z7SMB: 2"x7"x 0.057"x 0.120" 3x3:3"x3"x0.125" D PICTUREWINDOW 32 50 PGT PW-7720A FL243.8 29.4 -38.7 80 -80 SHEET
2x8SMB: 2"x8"x 0.072"x 0.124" 4x 4:4'x4"x0.125"
OPEN BACK SECTIONS 2 z 9 SMB: 2"x 9"x 0.072"x 0.124" 6 x 6:6"x 6"x 0.125" E HORIZ.ROLLER WINDOW 53 63 PGT HR-7710A FL242.9 29.4 -38.7 65 -65
i x 2:1"x 2"x 0.040" 2 z 10 SMB:2"x 10"x0.092"x 0.398"
1 x 3:1"x 3"x 0.045 MINIMUM FASTENER EDGE DISTANCE:112" KB:KNEE BRACE ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND WATERPROOFED PER FBC,LOCAL JURISDICTIONAL REQUIREMENTS,AND F.S.553.842.
SNAP SECTIONS MINIMUM FASTENER SPACING:3/4" RC:REC.CHANNEL PRESSURES ARE APPLICABLE FOR MAXIMUM MEAN ROOF HEIGHT=15FT.SAFETY GLAZING SHALL BE PROVIDED PER FBC R308.
2 x 2 Snap:2"x 2"x 0.045" CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS ISMS):
2 x 3 Snap:2"z 3"x 0.050" SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2 x 4 Snap:2"x 4"x 0.045"
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***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
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0 h
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(4)#10 x 3/4"SMS INTO POST,EAC #10 x 3/4"SMS @ 6"FROM END AND
SIDE. 24"O.C.
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2"x 2"x 1/8"ANGLE WITH(2)#10 x
3/4"SMS IN EACH FLANGE,EACH
SIDE(TYP) 2"x 2"x 1/8"ANGLE WITH(2)#10 x (V
3/4"SMS IN EACH FLANGE INTO
MEMBER.(1)3/8"DIA ANCHOR N
THRU BEAM INTO HOST.2-1/4"
PURLIN/GIRT/ EMBEDMENT FOR CONCRETE, CDBEAM CHAIR RAIL 3-1/2"EMBEDMENT FOR WOOD
0 7in
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I'i'I N r W
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FRONT SECTION VIEW SIDE VIEW ICI g
2"x2"x 1/8"
(x WIDTH OF BEAM INSIDE OF REC.CHANNEL r S
COLUMN)ANGLE.EACH SIDE
D.
1)3/8"DIA.ANCHOR THRU WOOD: #10 x 3"WOOD SCREWS @ 6"FROM W
BEAM INTO HOST.EACH SIDE. #10 x 3"WOOD SCREWS @ 6"FROM ENDS&12"O.C. tn,� u
CONC:2-1/4"EMBEDMENT ENDS&12"O.C. CONC. [s] O �o y
CONC. 1/4"DIA.x 3"CONCRETE SCREW e e ICI 7 �Q
WOOD:3-1/2"EMBEDMENT 1/4"DIA.x 3"CONCRETE SCREW ANCHOR @ 6"FROM ENDS&24"O.C. A u i0. o
ANCHOR @ 6"FROM ENDS&24"O.C. 00
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TOP VIEW
SR-2 COLUMN TO HOST CONNECTION SR-3 PURLIN/GIRT/CHAIR RAIL ATTACHMENT
2 SCALE:NTS 2 SCALE:NTS
2"x2"x1/8"(xWIDTHOF
INTERIOR REC CHANNEL) 0)
ANGLE.EACH SIDE OF POST (4)#14 x 3/4"SMS INTO POST, V
EACH SIDE. C
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a ° ° d r M
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° d d d J L
° d a a fC _O
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SIDE VIEW t
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1/4"DIA x 3-1/2"CONCRETE A+ y In m
ANCHOR @ 12"O.0 Y/ y M
(1)3/8"DIA CONCRETE ■ i
SCREW ANCHOR EACH SIDE
(2-1/4"CONCRETE Z y
EMBEDMENT) 3 REC REC Q
CHANNEL OU CHANNEL EC CHANNEL NOT y
REQUIRED ON DOOR '0
INSTALLATIONS a
d �
° d
d d
d
d° a
a d
FRONT SECTION VIEW
SHEET
SR-1 COLUMN TO CONCRETE CONNECTION
2 SCALE:NTS 2