HomeMy WebLinkAboutConstruction PlansDESIGN CRITERIA:
APPLICABLE CODES. REGULATIONS & STANDARDS
1. THE 2p14 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
IS I TURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFRENCE 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: I50
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = B
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
31 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
32 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
9 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
25 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"x8" W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE I - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
iii. AIR ENTRAINING+/- 1 %-ASTM C 260
iv. WATER REDUCING AGENT -ASTM C 494
v. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM Al85
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
T. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH I" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) 48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1"MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
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.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
5. 1"X2" & 173" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
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
MASONRY SPECIFICATIONS
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2, ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN
HEIGHT.
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 SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"m"x0.044"xO.100"
UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES
I. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
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 STRUCTUALLY SOUND.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2'X2'k0.044"
2 x 3: 2'k3"4.050"
2 x 4: 7k4"x0.050"
2 x 5: 2" 64.050"
OPEN BACK SECTIONS
1 x2: F'<Z 0.04X
1 x 3: 1'k3`4.045"
SNAP SECTIONS
2 x 2 SNAP: 2'k24.045"
2 x 3 SNAP: Z50' 0.050"
2 x 4 SNAP: Z'x4'k0.045"
SELF MATING (SMB)
2 x 4 SMB: 7k4'k0.044'kXOA 00"
2 x 5 SMB: 2'k5'k0.050'4. 100"
2 x 6 SMB: 2'k6k0.059W. 120"
2 x 7 SMB: 2"x7'k0.057'k0.120"
2 x 8 SMB: 2'k8"x0.072'k0. 124"
2 x 9 SMB: 2"x9'k0.087-x0. 124"
2 x 10 SMB: 2'k10"x0.092"x0.398"
DETAIL A
FILE COPY
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FOR PANS
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CHANNEL (0_044" MIN. THICKNESS)
HOST STRUCTURE \ 1/4"0 x2-1/2'LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1/4"0x2-1/4"LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
(4) #10XI-1/7SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
UPRIGHT. BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
EXISTING RAFTER
ORTRUSS
O v WASHER AND NEOPRENE GASKET
O @ 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/ ( I) 1/4" 0 x 4"
LONG PAN HEAD TAG 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.
1/8 'k2XYk ANGLE SELF -MATING OR
5032 H-32 ANGLE SNAP SECTION TYP.
(2) - #O RY ANTO CHOR EACH
Q VX2'O.B BASE PLATE-TYP.
1 /4( MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL. 1-114" MIN. CONC.
ANCHOR EMBEDMENT
2-1/4" MIN. CONC. °• ° e 2'MIN. INCREASE DISTANCE
ANCHOR EMBEDMENT WHEN GREATER THAN 2X4
SECONDARY ANGLE e e UPRIGHT IS USED
3000 PSI CONC. ° °
SLAB/ FTG.
6X6-IOXIOWWM SIDE VIEW
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. ! 2@Ix2 BASE
ANCHOR EMBEDMENT 2 @ SLAB (BEYOND)
SECONDARY ANGLE
° F2' BASE PLATE ANCHORED
° TO CONC W/ 114" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 2f' O.C. MAX
• ° °•�•• 1-1/4"CONC. EMBEDMENT TYP.
3000 PSI CONC. ° 6 NOTE
SSI CONG. WHERE PAVERS ARE PRESENT USE 5116'
bzORFIB0WWM FROM VIEW ANCHORS TO PENHEADMFGETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.)
DETAIL "B" - ZX4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
1: 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.
ROOF PER PLAN
# I4x4" S.M.S. W/ 1-IM-0 FENDER WASHER
AND NEO-PRENE GASKET @ 17 O.C.
If 12 X 9/16" W/ 5/3" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
` 3' X 2' X.OW'MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER W/ (4) #10 SMS (INTERNAL) 2' MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
3X2 EDGE BEAM
21 #10x314*S GLE O
(2) # 10 x 3/4" SMS INTO EDGE BEAM
(# 10 x SMS POST
(NN O ANGLELE RE UNLESS EDGE
OR RED CO
BEAM SPLICED OR CORNER ATTACHMENT(
CORNER COLUMN
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ST. LUCIECgOIJRIT
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2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
N340-S.M.S.w/1-1/4' Q FENDERWASHER
ANDNEO-PRENE GASKET IN II-O.C.
2-X2-Xl/8- ANGLE CUT TO FIT
NDER WASHER
W/(3)G12a]5-EACH LEG
1'x2'XlIW ANGLE NT TO FIT
4.O.C.
AND NDPRIENE GASKET 24-OC.
AND NN6CAD
EACH SIOF OF U PRIGHT TYP,
w/p1L]5-@1-SPACING MAX.
BEARING W
FO0. NON{OAD BEARING WANS
(4) PER LEG (MIN.) EACH SIDE TYP.
ALTERNATELY CLIPS MAYBE USED
1/4'D1A TAPCON 6-FROM ENDS
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PRIMARY UPRIGHT PER PL
/ SIDE WALL UPRIGHT 24.O.C. MAX 1-1/4-EMBEDMENT
Q
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SSESINTO
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INTO BEAM OR UPWLIPSMA62ANGLE�
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SCREW BOSSES
CLIPS M062
YBEUSED
CHAIR PAIL PER PLAN
'ANGLE REQUIRED ONE SIDE DRILY
WHERE KICK PLATE IS INDICATED
AT CORNER AND DOOR OPENINGS
FMTENW/F10X9/16'SM5
6-FROM ECRU ERS I8-INFIELD I2I RlOX1'SMSINTO
SEE UPRIGHT TO DECK
1/4- DIA. TAPCON 6' FROM ENDS
ORFMTENW/F8X9/1W5MS SCREW BOSSESOR
CONNECTION DETAIL
14'O.C. NUX I-1/4-EMBEDMENT
2- FROM CORNERS r IN FIELD CUPS MAY BE USED
INTOUNOERLYINGCONC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.
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TABLE 'D"
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/#12
2x4
(5)/#12
2x5
(5)/#12
2x6
(6)/#12
2x7
(7)/#12
2x8
1 (8)/#14
2x9
(9)/#1 4
2x 10
(9)/#14
BEAM PER PLAN
(SLOPED OR FIAT)
COLUMN WITHIN
SMS, (EACH SIDE)
QTY/ SIZE PER TABLED"
POST
(SEE PAGE
FOR SIZE)
40TCH PROFILE MAY VARY
O PERMIT CORRECT # SMS
MAINTAIN MIN, OF 5/8"SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
BEAM TO POST CONNECTION
OPTION # 1 SCALE: N.T.S.
PLAN
POST
-MAY USE: (2) 3/8'DIA.
#14x3/4"SMS MACHINE BOLTS THRU
QUANTITY =SEE TABLE REC. CHANNEL &POST
IN LIEU OF # 14 SMS
°
° CARRIER BEAM
° 1 PER PLAN
#14x3/4"SMS
QUANTITY = SEE TABLE
(TYP. EACH SIDE)
"MAY USE: (2) 3/8' DIA.
MACHINE BOLTS THRU
REC. CHANNEL&BEAM
IN LIEU OF #14 SMS
BEAM TO COLUMN W/ RECEIVER TABLE
BEAM SIZE
QUANTITY/SIZE
LEG TO BEAM EIS
QUANTITY/SIZE
TO COL. INTERNAL
2X4
(4)#12-12)#16
(8)012-(3)#I6
2X5
(5) # 12 - (3) #16
(10)#12-(3)#16
2X6
(5)912-(3)#16
(10)#12-(4)#16
2X7
(6) # 14 - (4) #16
(12)#14-(4)#16
2X8
(7) #14-(4) #16
(12) #14-(6) #16
2X9
(8)#14-IS)#16
(14)#14-(6)#16
2X10
I (9)#14-(6)#16
114J#14-(7)#16
BEAM TO COLUMN CONNECT10N
DETAIL SCALE' N.T.S. #14x4"SM.S.w/1-1/4"0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
L#12X9/16" 5/8"NEO-WASHER
(3PER PAN FOR PANS
ROOF PER PAN
COVER END OF PANEL
CARRIER BEAM CARRIER BEAM
(SEE PAGE-2 (SEE PAGE-2
FOR SIZE) FOR SIZE)
BEAM &
BEAM TO POST CONNECTION
OPTION #2 SCALE: N.T.S.
•OPTIONALEXTRUDED GUTTER IS
ATTACHED TO W INSULATED ROOF
POST W/#12x1"6"FROM ENDS 24"O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
THRU BOTTOM ' LE`'" F MAY USE: 2 3
THRU BOTTOM LEG OF () ' DIA. BOLTS
APCON
ANGLE INTO cork. IN LIEU OF 3/8" DIA. BOLTS
(2) 3/8"DIA, EXPANSION BOLTS DIA. MACHINE
(2) 3/8' DIA. MACHINE SEE NOTE # 1 THIS PAGE BOLTS
w/ WASHERS
BOLTS w/ WASHERS FOR BOLT PLACEMENT
® 2' FROM EDGE
2' FROM EDGE OF SLAB/ FIG.
3-3/4" FROM EGG OF SLAB/ FTG.
OF SLAB/FIG.
MAY USE (3) #14x1"TEK TOP VIEW TOP VIEW
IN LIEU OF THRUBOLTS (2) 3/8" DIA. MACHINE
PER POST BOLTS w/WASHERS (SEEPA POST
PER PLAN (SEE PAGE-2
(2) 3/8" DIA. MACHINE (2) 3/8" DIA. EXPANSION BOLTS FOR SIZE)
BOLTS w/ WASHERS SEE NOTE # 1 THIS PAGE
1/8Y2x3" FOR BOLT PLACEMENT �\—LfMAY USE (3) # 1 4xl " TEK
(LENGTH) ANGLE IN LIEU OF THRUBOLTS
(4) I/4'513-1/4"iAPCON (INTERNAL)
THRU BOTTOM LEG OF 3'x3'x0.125 ANGLE
ANGLE INTO CONC.� _
3000 PSI CONIC.
SLAB/FTG.
6x6-10x10 WWM
x OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
3000 PSI CONIC.
SLAB/ FTG. '
6x6-1 Ox10 WWM I - - • 1
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: NTS
_ �C0
#
/
W
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N
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U
0
#14x4"S.M.S.w/ 1-1/4"0 EENDERWASHER
AND NEO-PRENE GASKET @ 12'O.C.
# 12 X 9116" W/ 5/8' NEOWASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
�-3" X 2' X .05V MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
REVIEWED FOH
CODE COMPLIANCr-
S'T. LUCIE COUN''`
q n(`r
MOD 91U
FILE COPY