HomeMy WebLinkAboutPLAN1. 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. & SEI7
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 2017 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. 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 V 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: SCANNED
BY
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 A[ f_jlLhJUft_ Unlhy
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.
FASTNER SPECIFICATIONS:
1. FASTNERS 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 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#1OX1-1/2' 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 6-0" IN
HEIGHT. •I
MISCELLANEOUS:
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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.
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.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
P_W = P_IC_T_URE_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"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"xO.044"
1 x 3: 1 "x3"4.044"
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"
THESE PLAN
AND ALL PROPOSED WORK
ARE SUBJEC
TO ANY CORRECTIONS
REQUIRED
FIELD INSPECTORS THAT
MAY BE NEC
SSARY IN ORDER TO
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Ali, APPLICA04 00RS>i
CONCE4LED FASTENERS ORQOACHMENTS
ARE TH RESPONSIBILITY OF THE
CON RACTOR OF RECORD
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"xO.050"xO.100"
IN
2 x 6 SMB: 2"x6"xO.050"xO.120'
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"xO.072"xO.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: 03/01/2018
REVISION 1: DATE PAGE:
REVISION 2: DATE /�
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THESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL 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,
-iAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
3Y THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
DR 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
NDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.
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DESIGN DATE: 03/01/2018
REVISION 1: DATE
PAGE:
2
REVISION 2: DATE
SCALE: NTS
(4) #10x3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE) O
low
O
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8
2
3
2X9
2
4
2X10
- 2
4:5 -
NOTES:
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2x3
MEMBER)
/ RIMARYZW"
x0.125" ANGLE
2) 910x3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
O GI, (TYP EACH SIDE)
"x2" BASE MEMBER
(TYP EACH SIDE)
1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
�T' MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3/4" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND 8 TYPE SHALL BE APPROVED
BY ENGINEER.
4. 2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
- CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY 8 SECONDARY ANGLES
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE WMO PAVER DETAILS
SCALE:NTS
24GAALUMINUM FLASHING
#8 SMS W/ 5/8" NEO-
\
WASHER 12" O/C
\`
FOR ALUMINUM PANS OR GALVALUME
STEEL PANS USE #12 X 9/16" W/ 5/8"
PLAN
NEO-WASHER (3) PER PAN
ROOF PER
FOR COMPOSITE PANELS #12 X 1" LG.
THAN PANEL THICKNESS SMS
W/ 1-1/2" NEO-WASHER 12" O/C
(2) 3/8" THRU-BOLT
SEE ALSO COL/EDGE
BEAM ALTERNATES
BEAM PER PLAN
ADJACENT MOBILE HOME
POST
COL. PER PLAN
4TH WALL / ROOF TO C.B.
CONNECTION SCALE: NTS
i BEAM PER PLAN
0
BEAM PER PLAN i (2) 3/8" 0 THRU-BOLT
Q SEE ALSO COUEDGE
J BEAM ALTERNATES
2" X 1/8" RECEIVING CHANNEL POST
W/ (2) 3/8" 0 STL BOLTS OR COL. PER PLAN
OPTION #1 i i #10X3/4" TEKS EA. SIDE i WHERE MIDPOINT
QUANITY = BEAM SIZE COL. IS INDICATED.
(EXAMPLE FOR 2X6 USE: (6) #1
(4) #10xl 1/2" SMS i I
INTO SCREW BOSSES i OPTION #2 BEAM TO COLUMN
2"x2" OR 2"x3" i I
MEMBER I .062" ALUMINUM INTERNAL OR
EXTERNAL RECEIVING CHANNEL
W/ (4) #10x3/4" INTO BEAM OR
I I UPRIGHT (2) #14x3/4" EA LEG INTO
I GIRT OR PURLIN (0.062" ANGLE
CLIPS W/ (2) #14x3/4" SMS EA LEG)
PRIGHT OR BEAM - SNAP
OR SELF MATING OR HOLLOW
- - --PURLIN OR GIRT TO -BEAM OR POST DETAIL
SCALE:NTS
NOTES
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10x5/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #10x5/8" S.M.S. FASTEN A
VxZW.044" TO UPRIGHT W/ #12xV S.M.S. @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
THICKNESS SMS W/ 1-1/2" NEO-WASHER 12" O/C
#10 SMS
INTO EA.
RISER
OpE
W STRUCTURAL
ROOF SYSTEM (TYP.)
DGE BEAM PER PLAN
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SEE 4TH WALL/ROOF TO C.B.
CONNECTION
NEW OR EXISTING
SUPPORT
STRUCTURE
{2) 3/8" DIA. X 3 1/2" THRU BOLTS OR
10-#10 (OR 8-#12, OR 5-#14) SMS EVENLY
STAGGERED ON ONE SIDE, FLUSH WITH COLUMN
-POST PER PLAN
3-1/8" X 1-1/2" X 1/8" BASE W/ (2) 1/4" DIA.
TAPCONS OR EQUIV./ POST W/ (2) 3/8" DIA. X 3-1/2"
THRU BOLTS - TOP OR SIDE MOUNT ALLOWED -
ALUM. BASE INSERT W/ (2) 1/4" DIA X 2-1/4"
TAPCONS (2" MIN. - EMBED.) SECURE ALUM.
COL. W/ (2) 3/8" DIA. THRU BOLTS OR
(5) #10 (OR (4) #12 OR (3) #14 SMS ON EACH
SIDE OF COLUMN
EW 4" 2500 PSI CONC. SLAB W/ MONO.
I- MIN FOOTER OVER 6 MIL VISQUEEN
1- #5 CONT. (TYP.)
CARPORT/ OPEN PATIO
DETAIL W/ ROOF ATTACHMENT
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DESIGN DATE:
REVISION 1:
REVISION 2:
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03/0112018
DATE PAGE:
DATE
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