HomeMy WebLinkAboutBuilding PlansAPPLICABLE 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: 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'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
PROPOSED SCREEN ROOM
SEE FOUNDATION DESIGN SHEET-0
ALUMINUM MEMBERS DIMENSIONS
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& (4) # 14x3/4" SMS EA.
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2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
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(2) 1/4" DIA. X 3" LAGS IN LIEU
# 12 SCREWS b" FROM ENDS & 24" CENTER TO CENTER.
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3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
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5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
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7. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
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STRUCTURE
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HOST CMU WALL
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COMPOSITE PANELS
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.024 FLASHING SEALED TO
WALL (TYP.)
#14xl/2" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.
O 00 O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4" S.M.S. W/ 1-1 /4" 0 FENDER
WASHER AND NEOPRENE GASKET @ IZ' O.C.
s (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 # 14x1 /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"
4 # 1 Oxl-1 /2' SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
() CLIPS MAYBE USED
SCREW BOSSES
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
1/&KZ5K2'k ANGLE
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
4 °
2-1/4" MIN. CONC.—
ANCHOR EMBEDMENT
SECONDARY ANGLE p
30DO PSI CONC.
SLAB/ FIG.
6x6-1Ox10 WWM
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
SELF -MATING OR
SNAP SECTION TYP.
1'S2" O.B. BASE PLATE-TYP.
0 0
o 0 1-1/4"MIN. CONC.
ANCHOR EMBEDMENT
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p 2' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2X4
p UPRIGHT IS USED
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SIDE VIEW
(2) - # 12 SMS
1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ IX2 BASE
2 @ SLAB (BEYOND)
4 . I �'\j - . - . - . _- I _'
1'X2' BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-1/4"CONIC. EMBEDMENT TYP.
3000 PSI CONC. NOTE
SLAB/ FTG. WHERE PAVERS ARE PRESENT USE 5/16'
6x6-1Ox10 WWM TAPCON XL (RED HEAD MFG.) MASONRY
OR FIBERMESH FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4' (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
I, 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
# 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16" W/ 5/9" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
(2) 1/4" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
ALTERNATELY (4) #10INTO SCREW
BOSS OF UPRIGHT 2' MIN.
POST •OPTIONALEXTRUDED GUTTER IS
ATTACHED TO 3" INSULATED ROOF
W/# 12x1" 6" FROM ENDS 24" O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
2"X2°Xl/8°ANGLE CUT T
W/ (3) #12x.75° EACF
EACH SIDE OF UPRIGHI
SEE UPRIGHTTO I
CONNECTION DE
ROOF PER PLAN
# 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
# 12 X 9/16' W/ 5ff NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
3"X2'X.050"MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
OPTION #1
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) # 10 SMS (INTERNAL) 2" MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PLAN
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li ii II ALUMINUM INTERNAL OR EXTERNAL
n p p RECEIVING CHANNELw/(4) #10x.75"
II II II II INTO COLUMN & (2) # 14x.75"
COL. PER ii ii COL. PER ii ii INTO EDGE BEAM ('0.062 ANGLE
PLAN —\, II PLAN CLIPS MAYBE USED)
II II II II
h I. II II
II II II II
II II II II
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#144° S.M.S. w/ 1-1/4° 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12° O.C.
(
1 FIT
LEG
2"X2°Xl/8" ANGLE CUTTO FIT
tt14x4° S.M.S. w/ 1-1/4" 0 FENDER WASHER
TYP.
w/#12x.75" @ 1° SPACING MAX.
AND NEO-PRENE GASKET @ 24° O.C.
(4) PER LEG (MIN.) EACH SIDE TYP.
FOR NON -LOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
1/4° DIA 6" FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT MAX1-1/
24" O.C. AX 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 UPRIGHTO.062
(4) #10x2" SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
MAYBE
C HAIR 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) #lOx2' SMS INTO
ECK
1/4" DIA. TAPCON 6" FROM ENDS
OR FASTEN W/ #8 X 9/16° SMS SCREW BOSSES OR
FAIL
24" O.C. MAX 1-1/4" EMBEDMENT
2° FROM CORNERS 8" IN FIELD CLIPS MAY BE USED
INTO UNDERLYING CONC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.