1650 E Park Ter ACC19-0064 Pool EnclosureGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH 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 & TABLI=
1609.3.1 EQUIVALENT BASIC WIND SPEED: 120
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 20024
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MC)RE
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
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 3"
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 NOl_
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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) 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.
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 PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTENER SPECIFICATIONS:
FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
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 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 M!l I!MUM 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 SMB UNLESS OTHERWISE INDICATED
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.
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.
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 APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
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"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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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.
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 APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
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"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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REVISION 2: DATE
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REVISION 1: DATE
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2 x 5
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2X6
(3) 1/4" TAPCON/ (6) #12
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DETAIL "D" -ROOF BRACING
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NOTE: IF PAVERS ARE
PRESENT,CONCRETE
ANCHORS SHALL
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(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 1/4" GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4" INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
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UPRIGHT
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2X3
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2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) 1/4" TAPCON/ (4) #12
2X6
(3) 1/4" TAPCON/ (6) #12
2X7
(3) 1/4" TAPCON/ (6) #12
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4) 1/4" TAPCON/ (8) #12
2X10
(5) 1/4" TAPCON/ (10) #12
3/8" DIA. TAPCON SCHEDULE
UPRIGHT
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2X3
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2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8" TAPCON/ (4) #12
2X6
(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
(3) 3/8" TAPCON/ (6) #12
2X9
(3) 3/8" TAPCON/ (6) #12
2X10
(4) 3/8" TAPCON/ (8) #12
SCHEDULE BASED ON 2-1/4• MIN. SCHEDULE BASED ON 2-1/4" MIN. EXTRUSION UPRIGHT
CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT
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:ALL
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1---
m
2 @ SLAB (BEYOND)
BOSS OF BASE PLATE
I"x2" FASTENED TO COLUMN
Y
w/(2) #10x1 -I/2" SMS INTO
W
N
�, U
SCREW BOSSES FOR
OR SNAP COLUMN
=
LU
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BASE PLATE ANCHORED
Oh
0
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>"x2"
TO CONC w/ 1/4" MASONRY
SNAP
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° a a ° . ° ° °
°
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.
° a
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ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
tJ. a e . .
° u ° mU
NOTCH COLUMN AS REO'D.
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g
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as
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d
- 3000 PSI CONC. ° a
SLAB/ FTG.
6x6 -10x10 WWM
OR FIBERMESH
FRONT VIEW
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN
8 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING
-
DESIGN DATE:
07/18/2019
"B"
ALTERNATE DETAIL "G" SLOPED
REVISION 1: DATE
PAGE:
DETAIL
- 2"x4" OR LARGER SELF MATING
DETAIL "F" - DOOR JAMB & HEADER
PURLIN CONNECTION SCALE: N.T.S.
UPRIGHT TO
DECK DETAILS
SCALE: N.T.S.
REVISION 2: DATE
CONNECTION SCALE: N.T.S.
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
W/ #10x1.5" EACH SCREW GROOVE. FASTEN \\\\\\\\III IIIiJJJJ7//
TO BEAM w/ 2%2x.125 ANGLE (2) #12 SMS FOR BEAMS ABOVE 2x8 INSTALL \\\ ix c // �
INTO BEAM 8 (2) #10x1.5 THRU ANGLE INTO GUTTER BRACE AT MIDPOINT \\\\ O� • ,,, ��" Y /j/
O
BETWEEN BEANS 8 INCLUDE 2" •%f1 // Op
GUTTER WHERE NO GIRT IS PRESENT, ATTACH GUTTER BRACE AT EACH BEAM �\\ • . Z
ANGLE DIRECTLY TO GUTTER N •�,.
LOCATION. V�Lli
.050" GUTTER STIFFNER Q co O O
FASTEN TO FASIA w(2) LLI
-�°Z
TGT–V . O
FASTEN TO w2DUTTER O
2"x2"xl/8" ANGLE CO QQ
e l
w/(2) #12 SMS #12 SMS ° i O I— �.. O 00
EACH LEG
X33 •° i Z
0 ° WHEN BEAM 8 PURLIN // 6• °°•••e . �� W
BEAM HIT OIN CORNER - / .. ........ \ J
ASTE
TSIDE
o (2) #12 SMS (1) #14 FOR GUTTER OTO FASCIA: BEAMS"8%2'x12 LANG �F ////� J I I I I I` \QO\\\\\ cu
ii
° FOR GUTTER BRACE/ STRAP: 8 (4) #12 SMS EACH LEG \\
0 (2) #I[ EA. STRAP
CLOSE BOTTOM OF ° GUTTER
BEAMWHENTRIMMED
SEE TOP VIEW
(„) d' o N
W
J00 0
.044 RECEIVING CHANNEL. M
FASTEN EYSMS FOR BEAM OVER 2x5 0 o it
L _j
(2)
EACH SIDEE OF OF BEAM .044 RECEIVING CHANNEL FASTEN TO STRICTURAL GUTTER L coINTERNALLY w/#t2 SMS co
1— w
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRD. (2)#14 SMS INTO FASTEN INSIDE CORNER U
BEAM 8 (2) #12 SMS INTO STRUCTURAL GUTTER (BEAM TO PURLIN
w/ 1/8"x2"x2" ANGLE Z Q Q
SIDE VIEW w/(2) #12 SMS :DU (�
INTO EA. MEMBER
GIRT (BEAM 8 PURLIN) O C) V
#10 SMS WITHIN 6"W Q L.L. to
(9) #10x2" SMS OF BEAM 8 24" O.C. FASTEN GUTTER To DETAIL "M" BEAM & PURLIN TO GUTTER W N
FASGIACR#4x" CONNECTION SCALE: N.T.S. co
WOOD SCREW 18" O.C. I/8" PLATE ON 450 ANGLE
OR E/8"x2"x2" ANGLE w/(4) �\
#12 SMS INTO EACH k
O- o)
(2) #12 SMS INTERSECTING MEMBERW 0
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ct
(2) #14x2" EBOLT FOR
2%2x1/8" ANGLE (2) #14 WOOD SCREWS BLE TENSIONWOOD SCREW (2) #12 SMS EA.SIDE OF.BEAM INTO FASCI4 PERIMETEREACH LE SMS FRAMINGE/8" STAINLESS STEEL LlJ n/ O
EACH LEG EACH SIDE LL
FASCIA (2"x6" MIN. EXISTING) 2x2% 1/8" ANGLE w/(2) GIRT BRAIDED CABLE
#12 SMS EA: LEG O Lo
O
STRUCTURAL LL ^^ _
GETTER
0 0
TOP VIEW o DETAIL "1-2" CABLE CONNECTION
SMB
DETAIL "H" BEAM TO GUTTER
AT CORNER SCALE: N.T.S. O
CONNECTION SCALE: N.T.S. GIRT z
oH
U
I/8"x2"x4" STRAP 1/8" STAINLESS STEEL 3000 PSI CONC. w
STRUCTURAL GUTTER \<
BRAIDED CABLE 6x6 -10x10
I� (2) #12 SMS INTO BEAM SIDE VIEW 400 MIN. WWM OR FIBERMESH ON
0 0 0� o o (Z) #12 SMS INTO GUTTER 600 MAX.
0 o F of LL
0 0 o -.
F \\ �F 0 0 0
° 1 I
\\\ 0 0 ° o 0 o o o GIRT (2) GUTTER BRACES
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x F F \. FASCIA EACH w/(2) #12 SMS z
o ° INTO GUTTER 8 (2) #14 X 2" —
\ o 3116"-5052-H32 GUSSET 4" MIN. SLAB
\\ o� F INTERNAL OR EXTERNAL WOOD SCREWS INTO FASCIA w/FOOTING 3/8" DIA x 3" EMBED U)
x 8" INTO EA. SIDE TYP. 2x2x1/8" ANGLE w/(2) ° COANCHQUAL)OR
Lu
(2XIOSMB ILLUSTRATED) #E2 SMS EA. LEG APCON OR
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 -I
DETAIL "I -I" CABLE CONNECTION DESIGN DATE: 07/18/2019
DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 1: DATE PAGE:
SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
TABLE
B -I
BEAM
SIZE
COL TO
BEAM.
OTY SMS/
SIDE OF COL
BEAM TO
BEAM
OTY SMS/
FACE/SIDE
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
2x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
DETAIL "I -I" CABLE CONNECTION DESIGN DATE: 07/18/2019
DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 1: DATE PAGE:
SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
3000 PSI CONC.
0
z
W J
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6x6 -10x10400 MIN.
Q
600 MAX. WWM OR FIBERMESH
w
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SMB
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w
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1/8"x2"x4" STRAP
o a<
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STRUCTURAL
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(2) #12 SMS INTO GUTTER GUTTER
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4" MIN. SLAB
w/FOOTING 1.5•x5.5" ALUM. STRAP
(~) –j
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w/(2) I/4" DIA. x 2-1/4"
U
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DETAIL "L" CORNER GUTTER
MASONRY ANCHOR
z
CONNECTION SCALE N T S
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O
a
DETAIL "I -I" CABLE CONNECTION DESIGN DATE: 07/18/2019
DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 1: DATE PAGE:
SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
I -BEAM EXTENDED V
EACH SIDE OF SPLICE -- SPLICE
4X8 I -BEAM
(10) #14;{1" SDS THRU
CARRIER BEAM INTO I -BEAM
EACH SIEIE OF SPLICE
I -BEAM 4X8
\_(10) #14X1" SDS THRU
CARRIER BEAM INTO I -BEAM
EACH SIDE OF SPLICE
CARRIER BEAM SPLICE DETAIL SCALE: NJ
WELDS TO BE ON BOTH SIDES
OF I -BEAM MITER ON WEB
AND ON INSIDE OF FLANGES
ON EACH SIDE OF WEB
(10) #14X3/4" SDS THRU
1/8" ALUMINUM PLATE
INTO COLUMN
3-3/4"X7 1/2"
I -BEAM CORNER -
WELDMENT INSERT
(10) #14X3/4" SDS TRU
1/8" ALUMINUM PLATE
INTO CARRIER BEAM
2X2 PERIMETER
FASTENED TO SMB(INTERNAL) W/(3)#10X1-1/2"
SMS -FASTEN 2X2 TO CARREIR BEAM W/#14X2-1/2"
SMS WITHIN 6" OF SMB AND 18" O/C. ---I
BEAM 4X8
BEAM
12" MIN. (U.N.O.) SIDE VIEW
INSERT
12" MIN.
(4) #14X3/4" SDS THRU
1/8" ALUMINUM PLATE 4X8 COL
INTO CARRIER BEAM
AND INTO COLUMN BOTTOM VIEW
4"X8" CARRIER BEAM 4"X8" COLUMN CORNER
CONNECTION DETAIL SCALE: N.T.S.
(6) #14X1/2" SDS EACH SIDE
ALTERNATELY USE
(2) 3/8 THRU BOLT
WHERE PAVERS PRESENT -,
a 000'bI
d c v
"x8" COLUMN
1/8" RECEIVING CHANNEL TO FIT INSIDE
COLUMN �TO BE A MIN. OF 1-3/4" IN HEIGHT
(4) 3/8" S _AINLESS STEEL CONCRETE WEDGE
ANCHORS, WITH 3/8" STAINLESS STEEL WASHER.
ANCHOR FO HAVE A MIN. OF 4" EMBEDMENT
4" MIN EMBEDI'IOENT (MIN.)
a
SMB PER PLAN
TABLE S-1 -
o
SMB TO CARRIER
SCREWS
o 0
o
SMB SIZE r
o
SIDE VIEW
SIDE VIEW INTO BEAM -FASTEN ANGLE LEG TO SMB
BEAM 4X8
BEAM
12" MIN. (U.N.O.) SIDE VIEW
INSERT
12" MIN.
(4) #14X3/4" SDS THRU
1/8" ALUMINUM PLATE 4X8 COL
INTO CARRIER BEAM
AND INTO COLUMN BOTTOM VIEW
4"X8" CARRIER BEAM 4"X8" COLUMN CORNER
CONNECTION DETAIL SCALE: N.T.S.
(6) #14X1/2" SDS EACH SIDE
ALTERNATELY USE
(2) 3/8 THRU BOLT
WHERE PAVERS PRESENT -,
a 000'bI
d c v
"x8" COLUMN
1/8" RECEIVING CHANNEL TO FIT INSIDE
COLUMN �TO BE A MIN. OF 1-3/4" IN HEIGHT
(4) 3/8" S _AINLESS STEEL CONCRETE WEDGE
ANCHORS, WITH 3/8" STAINLESS STEEL WASHER.
ANCHOR FO HAVE A MIN. OF 4" EMBEDMENT
4" MIN EMBEDI'IOENT (MIN.)
(3) #14X3/4" SDS THRU
COLUMN INTO
1/8" THK RECEIVING CHANNEL 4X8
EACH SIDE BEAM
(6) #14X3/4" SDS THRU
RECEIVING CHANNEL
INTO CARRIER BEAM
(6) #14X1/2
Al.
(2
"x8" CARRIER BEAM
"x8"/4"x4" COLUMN
4"X8"/4"x4" TO CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
TABLE S-1 -
SMB TO CARRIER
SCREWS
22
a
LpQ�Q�
Q
1/8"X2"X2"XSURFACE LENGTH ANGLE E/S
FASTEN ANGLE LEG TO CARRIER BEAM
Q441
1/8" RECEIVING CHANNEL
W/#14X9/16" SMS THROUGH ANGLE LEG
SIDE VIEW INTO BEAM -FASTEN ANGLE LEG TO SMB
U
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
ROOF BEAM TO CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(3) #14X3/4" SDS THRU
COLUMN INTO
1/8" THK RECEIVING CHANNEL 4X8
EACH SIDE BEAM
(6) #14X3/4" SDS THRU
RECEIVING CHANNEL
INTO CARRIER BEAM
(6) #14X1/2
Al.
(2
"x8" CARRIER BEAM
"x8"/4"x4" COLUMN
4"X8"/4"x4" TO CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
TABLE S-1 -
SMB TO CARRIER
SCREWS
22
SIDEVIEW FASTEN ANGLE LEG TO CARRIER BEAM
W/#14X9/16" SMS THROUGH ANGLE LEG
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
ROOF BEAM TO CARRIER BEAM CONNECTION #2
DETAIL SCALE: N.T.S.
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DESIGN DATE. 07/18/2019
ANCHORING 4"X8"/4X4 POST w/ PAVERS CONNECTION ANCHORING 4"X8"/4X4 POST CONNECTION REVISION 1: DATE PAGE
DETAIL SCALE: N.T.S.
DETAIL SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
4"x8"/4"x4" COLUMN
Q441
1/8" RECEIVING CHANNEL
TO FIT INSIDE COLUMN
U
P:
TO BE A MIN. OF
° co
1-3/4" IN HEIGHT
..°
(4) 3/8" STAINLESS STEEL
CONCRETE WEDGE ANCHORS
0 0 0
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CO
WITH 3/8" STAINLESS STEEL WASHER.
a
o
ANCHOR TO HAVE A MIN.
a
OF 4" EMBEDMENT
O
o 0
a
a
TOP VIEW
I�8"——I
SIDEVIEW FASTEN ANGLE LEG TO CARRIER BEAM
W/#14X9/16" SMS THROUGH ANGLE LEG
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
ROOF BEAM TO CARRIER BEAM CONNECTION #2
DETAIL SCALE: N.T.S.
U
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DESIGN DATE. 07/18/2019
ANCHORING 4"X8"/4X4 POST w/ PAVERS CONNECTION ANCHORING 4"X8"/4X4 POST CONNECTION REVISION 1: DATE PAGE
DETAIL SCALE: N.T.S.
DETAIL SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
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1/8"X2"X2 "XS URFACE LENGTH
ANGLE E/S
LL
SIDEVIEW FASTEN ANGLE LEG TO CARRIER BEAM
W/#14X9/16" SMS THROUGH ANGLE LEG
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
ROOF BEAM TO CARRIER BEAM CONNECTION #2
DETAIL SCALE: N.T.S.
U
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DESIGN DATE. 07/18/2019
ANCHORING 4"X8"/4X4 POST w/ PAVERS CONNECTION ANCHORING 4"X8"/4X4 POST CONNECTION REVISION 1: DATE PAGE
DETAIL SCALE: N.T.S.
DETAIL SCALE: N.T.S. REVISION 2: DATE
SCALE: NTS
urr iut Vur i
Revision Request/Correction to Comments **HIGHLIALL HIEDI INFORMATION
r,1ys`--L�r�,; HIGHLIGHTED IN
't' City of Atlantic Beach Building Department GRAY IS REQUIRED.
n
800 Seminole Rd, Atlantic Beach, FL 32233 /'T
'°Fi'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:P QQJ A --006(
❑ Revision to Issued Permit OR Corrections to Comments Date: I of
3 6
Project Address: t CO SC) Park (!` G
Contractor/Contact Name: --- 1'ke _ SC,reer\ G
`�Ll�� 0 7z4 -99 •z..-z.7-75crS
l �
Contact Phone: Email: O n.O - c H h f_,SQrr;'e T)ct A , Qom
Description of Proposed Revision/Corrections:
C_ L G v c4P1 4 (- R P V'c P c_.c--)
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal? . �^, ,`
El No ❑ Yes (additional s.f.to be added: ) v
• Will proposed revision/corrections add additional increase in building value to original submittal?
❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
I 'Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ C)—
Revision/Plan Review Comments (-On 7IP(/ /ti piZi– f Sag Si At /2evr cii
Q1tCV I'►^-eet h $ )Ay ,.P-e..
Deartt_nent Review Required:
Building ) A
'Planning&Zoning Oeviewed By
Tree Administrator
Public Works e
Public Utilities 10 ` O -/
Public Safety Date
Fire Services Updated 10/17/18
•
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
r
800 Seminole Rd, Atlantic Beach, FL 32233
!) Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: /-JCC !9 UO(oy
OFFICE COPY
1 Revision to Issued Permit OR Corrections to Comments Date: 0 7J 3 a Jig
Project Address: /Co 50 Pae-K Qct �Q6�
Contractor/Contact Name: C./i 1L C e,.t J-: { J ))/ca, /
Contact Phone: 70 . ' 9a' (D)7 s Email: ink ea/! e Scioe,n t�yS_ Cdwi
Description of Proposed Revision/Corrections:
Yla n pedbeer S�Zt o 1-co i+\\ LA.) I1 Cd ct cicd p-
hi .Fr,a-4 t�q!), ("6/ A fr JA C re)
RECEIVED
I P/(2 G Stu ft" affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name) SEP 3 0 20t9
• Will proposed re ti/corrections add additional square footage to original submittal?
❑No es (additional s.f. to be added: ) Buitding Department
City of Atlantic Beach, FL
• Will proposed r • • n/corrections add additional increase in building value to original submittal?
E.No Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
Approved I'll Denied Not Applicable to Department Permit Fee Due $ Sa e2O
Revision/Plan Review Comments QPV 1 s r On S 1'1-Ped •i-o Ada V- c ✓PAr O Y% (�la N S
7
Q f� eel- clot) 41 �t/iG Pit,,aty• /
Department Review Required: ,^n
Planning&Zoning Reviewed By
Tree Administrator
Public Works JJ�
Public Utilities l�CJ—�.1 9
Public Safety Date
Fire Services Updated 10/17/18
Z
LAO
A . 4 CITY OF ATLANTIC BEACH
$ 800 SEMINOLE ROAD
j t," ATLANTIC BEACH, FL 32233
OFFICE COPY (904) 247-5800
BUILDING REVIEW COMMENTS
Date: 10/2/2019
Permit#:ACC19-0064 Site Address: 1650 E PARK TER
Review Status: RE#: 172020 0308
Applicant: CALL THE SCREEN GUYS INC Property Owner: Sean Traynor
Email: info@callthescreenguys.com Email: SGTRAYNOR@COMCAST.NET
Phone: 9047463445 Phone: 9042422757
2016961962
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Corre ' n Comments:
Please cloud all revisions on submitted plans to show where revised elements are located. 2 copies of
that page or pages affected.
Building ��
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904) 247-5844
Email:mjones@coab.us
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left
within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH 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: 120
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.,eI
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETFIER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS AIRE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS.-
1.
OMPONENTS:1. 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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) 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.
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" 45
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" CEN -1 ER 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 PER FBO.
3. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING I.LC.
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.)
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 ATI ACHED 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 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 SMB UNLESS OTHERWISE INDICATED.
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.
REVISION
13P#�CCl� oo6y
DATE__Lo / -r-
SIGNED
OFFICE COPY
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.
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
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"0.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.0574.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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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.
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
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"0.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.0574.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE:
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REVISION '09/26/20
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2 X 4
5/12
2 x 5
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2 x 6
6/12
2 X 7
7/12
2 x 8
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2x9
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NOTE: WHEN FASTENING
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CONC. ANCHORS AND
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NOTE: IF PAVERS ARE
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(TYP.)
NOTE: WHEN FASTENING
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LAG SCREW IN LIEU OF
CONC. ANCHORS AND
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2X4
(2) 1/4" TAPCON/ (4) #12
2X5
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2X6
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2X7
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SCHEDULE BASED ON 2-I/4" MIN. SCHEDULE
*ALL MEMBERS PER PLANPAGE2
*MEMBERS VARY PER PLAN PAGE 2
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1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6. OF COLUMN
OR FIBERMESH
- 8 24" O.C. MAX. 1-1/4" PENETRATION. INTO UNDERLYING FOOTING
_Tl
DESIGN DATE: 07/1 8/2019
DETAIL "B" - 2"x4" OR LARGER SELF MATING
ALTERNATE ; -REVISION
1: 09/26/2019
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
DETAIL ' F" -DOOR JAMB &HEADER
PURLIN CONNECTION SCALE:
LE. N.T.S.
PAGE:
CONNECTION SCALE: N.T.S.
REVISION 2: DATE
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10x1.5" EACH SCREW GROOVE, FASTEN
TO BEAM W/ 2x2x.125 ANGLE (2) #12 SMS
INTO BEAM 8 (2) #10x1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -.
2"x2"xl/8" ANGLE
W/(2) #12 SMS
EACH LEG —
FORBEAMS ABOVE 2x8 INSTALL
GUTTER BRACE Al MIDPOINT
BETWEEN MS
I( INCLUDE 2"
GUTTER BRACE Al EACH BEAM
LOCATION
o
o
BEAM °
C>
FOR GUTTER
TO FASCIA:
(2) #12 SMS (1) #14 @.
8" O.C.
° FOR GUTTER
BRACE/ STRAP:
CLOSE BOTTOM OF ° ° ° (2) #14 EA.
STRAP
BEAM WHEN TRIMMED SEE TOP
%IEW
.044 RECEIVING CHANNEL,
N
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FASTEN W/(2) #12 SMS FOR BEAM OVER 2x5
QUANTITY PER TABLE B -I
EACH SIDE OF BEAM .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL
GUTTER
INTERNALLY w/(2) #12 SMS
2 x 4#12
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2)
#14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
a
SIDE VIEW
2 X 512MAINTAIN
GIRT
#10 SMS WITHIN 6"
OF BEAM & 24" O.C.
2x2x1/8" ANGLE
EA. SIDE OF BEAM
W10 #12 SMS
EACH LEG EACH SIDE
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
0 0 0T 0
0
0 F of
0
F o 0 0
0 l
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0
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TABLE B-1
NOTE F
w/FOOTING
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
BEAMb)F
TO
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
SIZE
�
MAY BE STAGGERED TO INSURE PROPER
N
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MS/
QUANTITY PER TABLE B -I
BRAIDED CABLE
F COL.
• ....... " •
2 x 4#12
AT FOUNDATION
FASTENER PATTERN MAY APPEAR DIFFERENT
DESIGN DATE:
a
FROM ILLUSTRATION.
2 X 512MAINTAIN
p
I/2"SEPARATION BETWEEN FASTENERS.
2 X 612MAINTAIN
co
3/8" MIN, FASTENER SEPARATION FROMBEAMJOINT
REVISION 2:
c#
OR EDGE OF BEAM LAP
2 X 7#12FASTENERS
w
MAY BE EVENLY SPACED AROUND
NTS
ELI
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
2 X 8#12FASTENERS
Q
MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B -I
2 x 9.#142
( L
z�WMa)
x 1014
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
:N GUTTER TO
4 w/ #14x2"
SCREW 18" O.0
SMS
!.2
FCREW
(2"x6" MIN. EXISTING)
b --6052-H32 GUSSET
-ERNAL OR EXTERNAL
INTO EA. SIDE TYR,
,IOSMB ILLUSTRATED)
BEAM TO
BEAM
OTY SMS/
FACE/SIDE
(9) #12
(9) #12
(9) #12
(10) #12
(14) #12
(14) #14
(15) #14
.050" GUTTER STIFFNER
FASTEN TO FASIA W(2)
#14x2" WOOD SCREW
FASTEN TO GUTTER 1(2)
#12 SMS z
GUTTER
GUTTER
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
W/ I/8"x2"x2" ANGLE
& (4) #12 SMS EACH LEG
�- FASTEN INSIDE CORNER
(BEAM TO PURLIN)
W/ I/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
DETAIL "M" BEAM PURLIN TO GUTTER (9)#10x2
CONNECTION SCALE: N.T.S.
1/8"PLATE ON 450 ANC
OR 1/8"x2"x2" ANGLE W,
#12 SMS INTO EACH
INTERSECTING MEMBEF
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA
PERIMETEI
2x2x1/8" ANGLE w/(2)[ ---__GIRT FRAMING
#12 SMS EA. LEG -
SMB �o
0 0 ` GIRT
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
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DESIGN DATE:
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REVISION 2:
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SIDE VIEW
STRUCTURAL GUTTER/8"
W
STAINLESS STEEL
3000 PSI CONC..
(2) #12 SMS INTO GUTTER
N
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L
Q
400 MIN.
BRAIDED CABLE
6x6 -10x10
F-
K <F-
AT FOUNDATION
600 MAX.
DESIGN DATE:
WWM OR FIBERMESH
GIRT
REVISION 1: 09/26/2019
PAGE
REVISION 2:
(2) GUTTER BRACES
/�
SCALE:
NTS
FASCIA
EACH W/(2) #12 SMS
INTO GUTTER & (2) #14 X 2"
WOOD SCREWS INTO FASCIA
4" MIN. SLAB
2x2x118" ANGLE w/(2)
°
Vv
3/8° DIA x 3" EMBED
#12 SMS EA. LEG
CONC. SCREW. ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
400 MIN..
6X6 -10x10
600 MAX.
WWM OR FIBERMESH
SMB
I/8"x2"x4" STRAP
-
(2) #1 2 SMS INTO BEAM
GIRT
°
° O 8 ° °
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
<
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TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
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MASON 'dfr1' COR
K
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DETAIL "I -I" CABLE
CONNE) yT/ ON +
AT FOUNDATION
SCALE: N.T.S.
DESIGN DATE:
07/18/2019
REVISION 1: 09/26/2019
PAGE
REVISION 2:
DATE
/�
SCALE:
NTS
—LIL•'
1
POST
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM 8 POST
CARRIER BEAM
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
"x2" MEMBER
2" FOR SINGLE
FOR SCREENING
HORIZONTAL BEAM
VARIES
(2) 2"x__ SMB
HORIZONTAL BEAM
(SEE PAGE 2
ON ITS SIDE
FOR SIZE)
#14x1 SMS 12" O.C.
(IF REQUIRED)
STAGERED ROWS
2"x2"x0.062"
2" FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
SCREW BOSSES EACH END
HORIZONTAL
(6) #104.75" SMS
BEAM OR 4"x4"
EACH SIDE
2"x__ SMB
(12) #100.75" SMS
(SEE PAGE -2
2 ROWS OF (6) FOR
O
RECEIVING CHANNEL
2"x4"x0.125 ANGLE
OR (6) EACH ANGLE
U ILL
CARRIER BEAM TO POST DETAIL
CONNECTION SCALE: N.T.S.
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
2" FROM EDGE at--!f
OF SLAB
TOP VIEW
(2) i/4" DIA. MACHINE
BOLTS w/ WASHERS
3DIA. EXPANSION BOLTS
SE NO
SEE NOTE #I THIS PAGE
FOR BOLT PLACEMENT
2" FROM EDGE
OF SLAB .
3"x3" POST
(SEE PAGE -2
FOR SIZE)
3"x3"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. °
6x6 -10x10 WWM • °
OR FIBERMESH °
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: N.T.S.
2"x2" FASTENED TO CARRIER
BEAM SIZE QUANTITY/ SIZE
LEG TO BEAM E/S
4"x4" POST SIZE
BEAM w/(D #I0xI-1/2" SMS INTO
2
STITCH W/(2)
SCREW BOSSES EACH END
#12x3/4" SMS
Tj
CARRIER BEAM
„
2"x__ SMB
2X5
(SEE PAGE -2
2X6
O
2X7
2"x4"x0.125 ANGLE
O
U ILL
CARRIER BEAM
O,
1"x2" MEMBER
<2
O
FOR SCREENING
)
4"x4" POST
H
o�°�'
(LENGTH) ANGLE
O
#10x1-1/2" SMS @ 24"
(4)3/8"x4"TAPCON
(INTERNAL)
O.C. MAX CONNECTING
FOR SIZE)
W
TO I"x2" CARRIER BEAM
J � �
2"x4"x0.125 ANGLE
IOxI-1/2" SMS @ 24"
co
co
L0 J
.C. MAX CONNECTING
0"x2" POST
QUU
BEAM 8 POST
CONTRACTOR MAY USE 2"x2"x.1.25
ANGLE EA. SIDE OF BEAM TYP.
IN LIEU OF .062 REC. CHANNEL
2"x2'A.062 RECEIVING CHANNEL (3) 1/4" DIA.
w/ 3/4" DIA,
OR 2"x2"x.125" ANGLE EA. SIDE CARRIER BEl
ROOF BEAM
(SLOPED ORFLAT)
NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CONNECTION TO CARRIER
BEAM
#14x3/4" SMS (TYP. EACH SIDE)
SEE TABLE FOR QUANTITY
(2) ROWS OF #14x3/4" SMS (TYP. EACH SIDE)
SEE TABLE FOR QUANTITY
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: N.T.S.
(2) 1/2' DIA. EXPANSION BOL
SEE NJTE #2. THIS PAGE
FOR BOLT PLACEMENT
(3) 1/4° DIA. MACHINE
3OLTS w/ WASHERS
2"'1'
DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACE HENT
SMB
PAGE -2
,IZE)
3/4" FROM EDGE
- SLAB (TYP.)
TOP VIEW
BEAM SIZE QUANTITY/ SIZE
LEG TO BEAM E/S
4"x4" POST SIZE
.G) o
2
STITCH W/(2)
2X7
#12x3/4" SMS
Tj
@ 12" O.C.
„
2"x__ SMB
2X5
(SEE PAGE -2
2X6
FOR SIZE)
2X7
2"x4"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG.
6x6 -10x10 WWM
OR FIBERMESH
FRONT VIEW
4"x4" POST w/ 2x SMB CONNECTION
DETAIL SCALE: N.T.S.
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM P" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2. 4x4 POST TO HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDEBMINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOTTO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FC UNDATION.
4. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8" U -CHANNEL W/ (3) 2-1/4" TAPCONS INT() WALL AND #14 x 3/4" INTO BEAM E/S QUANITY= BEAM SIZE
BEAM TO BEAM w/
RECEIVER TABLE
BEAM SIZE QUANTITY/ SIZE
LEG TO BEAM E/S
2X5
.G) o
2X6
Z
lN
/(n� O
v ° w .0
2X7
(6) #14 - (4) #16
2X8
(7) #14 - (4) #16
„
QUANTITY/SIZE
TO BEAM. INTERNAL
2X5
O 00
2X6
w
2X7
///lllllllll���
2X8
U ILL
BEAM TO BEAM w/
1/8" ANGLE TABLE
BEAM SIZE QUANTITY/ SIZE
EACH LEG TYP.
2X5 (5) #12 - (3) #16
2X6. (5) #12 - (3) #16
2X7 (6) #14 - (4) #16
2X8 (7) #14 - (4) #16
Ivr V1CvV
o
CARRIER BEAM 1 0
POST
(3) 1/4" DIA. MACHINE BOLTS
W/ 3/4" DIA, WASHERS THRU
CARRIER BEAM.B POST A
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
FROM ED,
OF SLAB (TYP.)
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(3) 1/4' DIA. MACHINE
OFFICE COPY�O
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4"x4" POST
H
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BOLTS SEE NOTE #2(SEE
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(4)3/8"x4"TAPCON
(INTERNAL)
J Lo
FOR SIZE)
W
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2"x4"x0.125 ANGLE
(3) I/4" DIA. MACHINE
BOLTS w/ 3/4" DIA -
co
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WASHERS THRU CARRIER7
w
QUU
BEAM 8 POST
L
(2) 1/2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
--r of —... —
3-3/4" FROM EDGI
OF SLAB (TYP.)
3-3/4" FROM EDGE
OF SLAB (TYP.)
TOP VIEW
O
L_
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U
(3) 1/4' DIA. MACHINE
LJJ
-J
O 00
BOLTS w/ WASHERS
w
(3) I/4" DIA. MACHINE
(SEE PAGE -2
U ILL
BOLTS w/WASHERS
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1/8"x2"x2"x33/4"
)
4"x4" POST
H
o�°�'
(LENGTH) ANGLE
BOLTS SEE NOTE #2(SEE
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(4)3/8"x4"TAPCON
(INTERNAL)
THIS PAGE FOR BOLT
PLACEMENT
FOR SIZE)
W
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2"x4"x0.125 ANGLE
OF ANGLE INTO CONC. - -
I -I---
L0 J
U
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3-3/4" FROM EDGE
OF SLAB (TYP.)
TOP VIEW
z
TOP VIEW
(3) 1/4' DIA. MACHINE
4"x4" POST
BOLTS w/ WASHERS
w
(3) I/4" DIA. MACHINE
(SEE PAGE -2
U ILL
BOLTS w/WASHERS
FOR SIZE)
<2
U
1/8"x2"x2"x33/4"
(2) 1/2" DIA. EXPANSION
\
4"x4" POST
U
(LENGTH) ANGLE
BOLTS SEE NOTE #2(SEE
PAGE -2
(4)3/8"x4"TAPCON
(INTERNAL)
THIS PAGE FOR BOLT
PLACEMENT
FOR SIZE)
THRU BOTTOM LEG
o
2"x4"x0.125 ANGLE
OF ANGLE INTO CONC. - -
I -I---
L0 J
3000 PSI CONC. °
SLAB/ CFTC. CHI 3000 PSI CONC.
6x6-1 Oxt0 WWM °° ° SLAB/ FTG.
OR FIBERMESH 6x6
WWM WWM
1 OR FIBERMESH
FRONT VIEW RWT VIEW
4"x4" POST CONNECTION DETAIL 4"x4" POVT G 5RItC�ION br-T,AI�
(INTERNAL BASE) SCALE: N.T.S. SCALE:
SEP ? n 2019
N
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DESIGN DATE: 07/18/2019
REVISION 1: 09/26/2019 PAGE:
REVISION 2: DATE r
SCALE: NTS 5
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