HomeMy WebLinkAboutFlorida Enginering Drawing & SpecsDESIGN CRITERIA:
APPLICABLE CODES. REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFERENCE MANUAL.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8'k8" W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
MISCELLANEOUS
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1 /2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1' X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1 "X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO.
DRAWING INDEX
S/01
GENERAL NOTES
S/02
PLAN/ ELEVATIONS
S/03
DETAILS
14-
LIM
�
\\0
ALUMINUM MEMBERS DIMENSIONS \\\\�III I I I����/// o N � .... �% o
co
i o CV
HOLLOW SECTIONS �� ��• ' O�
0 2 x 2: 2'k2'k0.044" �/. • 10 N � w
2 x 3: 2k3'k0.050" Z;co o O
a P
` 2 x 4: 2x4"x0.050" _: z o w : Q-
V o
0 2 x 5: 2'k5'k0.050" _ C7 : v Q p _ <
_ o -�
W OPEN BACK SECTIONS '• z
�,J 1 x2: 1"x2'k0.044" %C�� � ` �7
1� 1 x 3: 1 "x3'k0.045" �, ! ��� ui
' r'r SNAP SECTIONS '''���/iIIIIIIPR��\\\\ U` o
2 x 2 SNAP: 2'k2'k0.045"
14 2 x 3 SNAP: 2x3"0.050"
4R _ - _ ;: rl 2 x 4 SNAP: ZXN4 0.045" U N 04
•~ ` SELF MATING (SMB) J � C)
.ice' 2 x 4 SMB: 2'k4'k0.044'k0.100" Ch *k
�-. r
2 x 5 SMB: 2"x5'k0.050'k0.100" fnM
h•a 2 x 6 SMB: 2x6'k0.050'10.120" O V z Q E U
e�. 2 x 8 SMB: 2'k8'k0.072'k0.12N' O�J� �'` z U 0
2 x 9 SMB: 2'k9'k0.082'k0.12N' Q� c� U
u' 1 V 2 x 10 SMB: 2'kl0'k0.092'k0.398" GoJ� W-J O�
_j Ile
q. DETAILA ,P� vJ`\� W Q LL Lo L
® 5 Qe z w m
it A\
PROPOSED SCREEN ROOM
SEE FOUNDATION DESIGN SHEET-01
Z I10-Uib�
LIZED
2"x2"x1/8"x BEAM DEPTH
RECEIVING CHANNEL
w/(2) 1/4"x3"QUIKSET
ANCHORS TO WALL
& (4) # 14x3/4" SMS EA.
SIDE TO BEAM
n SMB
END BEAM
PER PLAN
*FOR WOOD APPLICATION USE:
(2) 1 /4" DIA. X 3" LAGS IN LIEU
OF MASONRY ANCHORS (Typ.)
EXISTING MASONRY
WALL GROUTED SOLID
AT CONNECTION
1"x2" OPEN BACK
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
# 12 SCREWS 6" FROM ENDS & 24' CENTER TO CENTER.
# 10 SCREW 6' FROM ENDS & IZ' CENTER TO CENETER.
3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
6. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
7. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
"'NOTE: 36" (MAX.) O/H AT FRONT, 25% OF LAST PANEL WIDTH
ALONG SIDES, TYP.
END BEAM TO EXISTING STRUCTURE j / � o
SCALE: NTS RESIDENCE / HOU ��WALL / N
z HOST 24" O/H (FASCIA MOUNT) 1X2
/ r---------------------------------------�-
w 0 2X2 DJ
I
z / v i 3" X .024Lull 2X2 DJ
/LLJ" X 1LB Lu
� LL COMPOSITE PANELS o;; o 0 0
/''-' / = i 3003-H 154 r"! CD
1/4"-1' SLOPE (MIN.) Nii N x x
FL.# 7561.1-R5
( ) I
I I
I
I I
I
' X3X.050 DGE BEA X 20'-0"
18'-011 _ I
19'-0"
2X3X.050 EDGE BEAM X 20'-0"
Ux
N N N 00 o
/V N
0 2X2 TYP.
�_
/ 1X2 TYP.
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LL.
024 FLASHING SEALED TO
WALL (TYP.)
M
• # 14xl /2' S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 12' O.C., TOP & BOTTOM.
O O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4" S.M.S. W/ 1-1/4" 0 FENDER
WASHER AND NEOPRENE GASKET @ 12" O.C.
z (3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2' BEARING LEG.
HOST STRUCTURE 1 /4" 0 x 2-1 /2' LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1 /4" 0 x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
EXISTING RAFTER
OR TRUSS # 14xl /2' S.M.S. W/ INTEGRAL 3/4" 0
O O WASHER AND NEOPRENE GASKET
@ 12' O.C., TOP & BOTTOM
(3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH WITH MIN. 1-1/2' BEARING LEG.
RAFTER TAIL W/(1) 1/4"0x4"
LONG PAN HEAD LAG SCREWS (1) 1 /4" 0 x 2' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #10x.75'
INTO GIRT OR PURLIN & (2) # 14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
(4) # lOxl-1 /2'SMS INTO
CLIPS MAYBE USED
SCREW BOSSES
# 14x4',S' or T' S.M.S. w/ 1-1 /4' 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16" W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
ROOF PER PLAN
COVER END OF PANEL
PURLIN
MEMBER13
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
(2) 1/4' DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
DETAIL "C" - GIRT OR PURLIN TO BEAM II
OR POST DETAIL SCALE: NTS ALTERNATELY (4) #10INTO SCREW
BOSS OF UPRIGHT 2' MIN.
POST 'OPTIONALEXTRUDED GUTTER IS
ATTACHED TO W INSULATED ROOF
1/8'k2'k2'k ANGLE /SELF -MATING OR W/#12x1"6" FROM ENDS 24" O.C.
5032 H-32 ANGLE / SNAP SECTION TYP.
(2) - # 12 SMS INTO COLUMN o o f 1'k2" O.B. BASE PLATE-TYP.
'/4"M
ANGLE YEACH SDECOL. 1-1/4"MIN. CPOST TO CARRIER BEAM
ANCHOR EACH0 ONC.
ANCHOR EMBEDMENT CONNECTION SCALE: N.T.S.
° e
2-1/4" MIN. CONC. , 2' MIN. INCREASE DISTANCE
ANCHOR EMBEDMENT WHEN GREATER THAN 2X4
SECONDARY ANGLE ° , UPRIGHT IS USED
a • n n
3000 PSI CONC. 2°X2"Xl/8" ANGLE CUT
SLAB/ FTG. W/ (9) #12x.75• EACr
6x6-10X10 Wool- SIDE VIEW EACH SIDE OFUPRIGHI
OR FIBERMESH
1 /4" MASONRY ANCHOR
AT EACH ANGLE (2) - # 12 SMS
�1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2-1/4" MIN. CONC. ffff 2 @ IX2 BASE
ANCHOR EMBEDMENT 2 @ SLAB (BEYOND)
SECONDARY ANGLE
e • ° ° ° e 1'k2' BASE PLATE ANCHORED
° TO CONC w/ 1 /4" MASONRY
• ANCHOR 6" MAX EACH SIDE
° OF POST AND 24" O.C. MAX
e ° 1-1 /4" CONC. EMBEDMENT TYP.
• • ° ° 6" 3000 PSI CONC. NOTE
PAVERS ARE PRESENT USE 5116"
SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY
6x6-10x10 W WM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.)
DETAIL "B" - 2" x4" OR LARGER SELF MATING SEE UPRIGHTTO
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION
ANCHORING UPRIGHT TO FOUNDATION NOTES:
l . IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4, MIN. (TYP.)
2: WHEN FASTENING TO WOOD USE 1/4' GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3, NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
\ d
# 14x4",S' or T' S.M.S. w/ 1-1 /4" 0 FENDER WASHER _ Z ' z O _ q—
AND NEO-PRENE GASKET @ 12 O.C. — w O {Z z
—� :V O Q
# 12 X 9/16" W/ 5/8" NEO-WASHER = i p F- �p
(3) PER PAN FOR PANS �pZ! �,t�•, J Z � ((
ROOF PER PLAN ® �i, v •• •• , 0
`\ 0 a Z�,� ....... •RAFUJ
COVER END OF PANEL
2W o�
WX2'X.050'MIN.
(SEE PLAN) O ':7�.
V O N co
n
ROOF PANEL TO CARRIER BEAM Zip J M
CONNECTION SCALE: N.T.S. �- (,r)
J E w
Z : v a
U.41.9 N of0� O (U U
�Lu W0��
OPTION #1 Q ! V W LL Lo •L
FASTEN TOP OF HEADER TO INTERSECTING 7
/ \ _i
MEMBER w/ (4) #10 SMS (INTERNAL) 2' MIN. O =�� O Z r
INTO SCREW BOSS OF INTERSECTING MEMBER M
----------- --------- -- ----- ----- ---
EDGE BEAM PER PLAN
--------- ---- ------------------------------------------------- ? Z O 'ITW
OPTION #2L AUMINUM INTERNAL OR EXTERNAL
it ii II ii RECEIVING CHANNEL W/(4) # l Ox.75"
I a INTO COLUMN & (2) #14x.75' N
COL. PER ii ii COL. PER ii ii INTO EDGE BEAM ('0.062 ANGLE 1
PLAN PLAN ii ii CLIPS MAYBE USED) ( N
it II Oi _ O 14,
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#1414° S.M.S. w/ 1-1/4° 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
(
FIT
LEG
2°X2°Xl/8" ANGLE CUT TO FIT
#14x4" S.MS. w11 -1/4" O FENDER WASHER
TYP.
@ 1° SPACING MAX.
AND NEO-PRENE GASKET @ 24" O.C.
w/#12x.75°
(4) PER LEG (MIN.) EACH SIDE TYP.
FOR NON -LOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
1/4° DIA, TAPCON 6° FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT 24° O.C. MAX 1-1/4" EMBEDMENT
PER PLAN INTO UNDERLYING CONC.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75°
INTO GIRT OR PURLIN & (2) #14x.75'
INTO BEAM OR UPRIGHT 0.062
(4) #10x2' SMS INTO
SCREW BOSSES
MAYBE USED
CLIPS MAYBE USED
CHAIR RAIL PER PLAN
'ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS
WHERE KICK PLATE IS INDICATED
FASTEN W/ #10 X 9/16° SMS
6" FROM CORNERS 18" IN FIELD (2) #10x2" SMS INTO
)ECK
1/4° DIA TAPCON 6° FROM ENDS
OR FASTEN W/#8 X 9/16° SMS SCREW BOSSES OR
TAIL
24° O.C. N1AX 1-1/4` EMBEDMENT
2° FROM CORNERS 8° IN FIELD CLIPS MAYBE USED
INTO UNDERLYING C.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.