HomeMy WebLinkAboutENGINEERING SPECIFICATIONSGENERAL NOTES �•
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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. SCREENED ROOF ENCLOSURE FBC 2014 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
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 1 - 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 POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
11. WELDED WIRE FABRIC - ASTM A185
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.
F. 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. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
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"X2"X.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 BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" 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"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" 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
R4101.17 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.
RESPONSIBILITIES:
1. 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.
TIES" 7'L,:I
AR SUBJ ;CT T C ANY ca.,.19E 7N
f1£CUIRED BY FIELD INSPECTORS THAT
Mu"Y BE NECESSARY IN ORDER To
COU17KY WITH ALL APPLICABLE CCODES.
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE 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.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW FILIt
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP =SOLID INSULATED PAN 1f �Aj N ��5NEBS ORATTACHMEM
CT = CABLE TIE 1i�� ''"
SG = SUPER GUTTER PONSIBUTY OF THE
CS CLEAR SPAN
KB = KNEE BRACEO�nOTlaFREOgRg
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"4.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"0.044"
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2 x 2 SNAP: 2"x2"x0.050" BUILDING
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2 x 3 SNAP: 2"x3"x0.050"
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DESIGN
DATE:
12/11/2017
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
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THESE PLANS WERE PREPARED BASED O 1, E PREMISE THAT THE EXISTING STRUCTURE
WAS DEIGNED BY A PROPERLY LICENSED't mOFESSIONAL ENGINEER OF THE STATE OF
FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION,
HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION
OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL co Ply
INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON. FILL
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DESIGN DATE:
12/11/2017
REVISION 1: DATE
PAGE:
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REVISION 2: DATE
SCALE: NTS
D
' FLASHING \ 'HORIZONTAL OR SLOPED
1"&' FASTEN TO COL. (INTERNAL)
W/(2) #10xl-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/ #10X7-1/2" SMS
24" O.C. AND 6" FROM END.
TABLE D
BEAM QTY EACH SIDE/SIZE
2x3
4/12
2 x 4
5/12
2x5
5112
2x6
6/12
2x7
7/12
2x8
8/14
2x9
9/14
2 x 10
9/14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
QTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
NOTE: WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
ALTERNATELY 5" x 1/4" QUICKSETS 2-1/4" EMBEDMENT
1/8"x2"x2"xANGLE
5032 H-32 ANGLE
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2-#10 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH o o
ANGLE - EACH SIDE COL, o 0
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MIN 4" SLAB 3000 PSI
CONC. w/FIBERMESH
CONC. FOOTING
1/4" MASONRY ANCHOR
AT EACH ANGLE -�_
SIDE VIEW
(2) #10)
INTO BI
BEAM
INSTAL
TO COI
SELF -MATING OR
SNAP SECTION TYP.
PER PLAN
/ 1"x2"'O.B. BASE PLATE-TYP.
1-1/4" MIN. CONC.
ANCHOR EMBEDMENT
2" MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
2 - #12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ lx2 BASE
2 @ SLAB (BEYOND)
CONC. FOOTING BELOW---� FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER-,,",.
EDGE MEMBER 0 0
OR PURLIN
arq
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
EDGE MEMBER
OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w/(8) #10x3/4" SMS, MIN. 1/2"
.EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x75"
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
PURLIN IN
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
#10x2" SMS INTO
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SMS INTERNAL EAVE
RAIL
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FASTEN TOP OF HEADER TO INTERSECTING n tl I
MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF ii ii EAVE RAIL - SEE PLAN --
MEMBER - TYP. BOTH SIDES
lx2 OPEN BACK
EXTRUSION
DOORJAMB it
PER PLAN (2) #10x2" SMS THRU 1x2 INTO
9 EAVE RAIL EACH SIDE OF COLUMN '
FASTEN HEADER w/(2) #10x3" / u I
INTO SCREW BOSS OF HEADER__----
EADER
u DETAIL "G" - SLOPED PURLIN
o CONNECTION SCALE: NTS
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
(12) #12xl" SMS
@ V SPACING
u li ALTERNATE BASE PLATE CONNECTION p p 2"x2" EDGE BEAM
ATTACH MEMBER TO BASE PLATE I
(INTERNAL) w/(2) #10xZSMS it o
(2) #10x3" SMS -
ATTACH BASE PLATE TO MEMBER u INTO SCREW BOSSES
w/(2) #10x3" SMS INTO SCREW ii u CONNECTING EDGE
BOSS OF BASE PLATE ii ii BEAM TO PURLIN
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COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING
ALTERNATE DETAIL"G" SLOPED
DETAIL "I"' - DOOR JAMB &HEADER PURLIN CONNECTION SCALE: NTS
CONNECTION SCALE: NTS
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DESIGN DATE: 12/11/2017
REVISION 1: DATE
PAGE:
3
REVISION 2: DATE
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10 ,1.5" EACH SCREW GROOVE. FASTEN
"TO•BEAM w/ 2x2x125 ANGLE (2) #12 SMS
INTO BEAM & (2) #10xl-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -
2"x2"xl18" ANGLE
w/(2) #12 SMS-_
EACH LEG
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
0
BEAM o (2) #14x2" WOOD
(2) #12 SMS SCREW 18" O.C.
CLOSE BOTTOM OF\
BEAM WHEN TRIMMED
044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM/
#10 SMS WITHIN 6"
OF BEAM & 24" O.0
2x2xl/8" ANGLE
EA. SIDE OF BE
w/(2) #12 SMS
EACH LEG EACI
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL"H"
SCALE: NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
"ALTERNATELY SEE PAGE 5
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTY SMS/
SIDE OF COL.
BEAM TO
BEAM
CITY SMS/
FACEISIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS
"ALTERNATELY SEE PAGE 5
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
2x2xl/8" ANGLE w/(2)
#12 SMS EA LEG -
1/8"&'x4" STRAP
(2) #12 SMS INTO
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WHEN BEAM &PURLIN flLs iII° f 1 HIT ON CORNER - f.*
FASTEN OUTSIDE OF IN' -A B� INE0ESiy+ RY IKi 0�pjLn- R ;
'BEAM&PURLIN ^C�'• ,/IVY
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w/ 1/8"xZ" Q" ANGLE �'JEil l �f I �s�I Ti 7 YAisL r i��' �r� �f P ^" '� & (4) #12 SMS EACH LEG L1 CM E G 37.,ES.
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
(2) #14 WOOD SCREWS
(2) #12 SMS r INTO FASCIA 18" O.C.
GIRT \
SMB °
0 0
0 0
1/8"x2"x4" STRAP GIRT GIRT
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER FASCIA
2x2xl/8" ANGLE w/(2)
#12 SMS EA. LEG
(2) #12 SMS
SMB
GIRT
STRUCTURAL GUTTER
(2T-GOTTER-BRACES -
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
(EACH w (2) #1 SMES
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #10x2" SN
1/8" PLATE ON 45° ANGLE
OR 1/8"x2"x2" ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
1/8" STAINLESS STEEL
40° MIN. BRAIDED CABLE
60° MAX.
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4" MIN. SLAB
w/FOOTING 318" DIA x 3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
40° MIN. 6x6-M0
40° MAX. WWM OR FIBERMESH \
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4" MIN. SLAB/ \
w/FOOTING 1.5x5.5" ALUM. STRAP
w/(2) 14' DIA x 2-1/4"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
3000 PSI CONC.
6x6-10x10
WWM OR FIBERMESH
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DESIGN DATE: 12/11/2017
REVISION 1: DATE
PAGE :
4_
REVISION 2: DATE
SCALE: NTS �d