HomeMy WebLinkAboutPROJECT INFORMATIONGENERAL 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: D
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.
NOTE: FASTENERS: #14 SMS MAY BE SUBSTITUTED IN PLACE OF #12 SMS
ALUMINUM SPECIFICATIONS:
aE THE RESPONSIEI P OF THE
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS CONTRACTOR OF RRCOR9
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM3. ROOF BRACING SHALL
E TO -CENTER.
E A MINIMUM 2"X2" 050"I��`�� t �� 1B,v%0'
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS,.; T� ,)J� �, - _ : "I
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 _,_, __ u't� ivL n
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH BE PER FBC. �o0�i;�P�i7 �mJ/e.' 6 ; .,4�9 ;1` + -, - y-'
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 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 6'-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, CONTRACTOF
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.
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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 �� _ 0���
PW = PICTURE -WINDOW ST. LITCTEE COLJI T"y RUIN Dp'C
X = HORIZ. SLIDING WINDOW R_E't.1H ED F R ANC,
0 = HORIZ. STATIONARY WINDd'EAf�1�T_','yD y
DH = DOUBLE HUNG WINDOW DATE,
SH= SINGLE HUNG WINDOW PLANS I,,'d) P-PR.�: Ib?gISTBE-
SIP = SOLID INSULATED PANEL Or, N0 ri �TSPEC III- WILL R:E ]
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.050"
2 x 3: 2"x3"x0.050"
2 x 4: 2"x4"4.050"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"4.044"
1 x 3: 1 "0"x0.050"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.145"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.145"
MEGAVIEW SECTIONS
6 x 6 TUBE: 6"x6"4.1875"
6 x 7 TUBE: 6"x7x0.1875"
6 x 10 TUBE: 6"x10"x0.1875"
MINIVIEW SECTIONS
4 x 4 TUBE: 4"x4"0.140"
4 x 6 TUBE: 4"x6"4.140"
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"4.057"4.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"4.0774.124"
2 x 10 SMB: 2"x10"0.092"0.398"
NOTE: AS INDICATED AOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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WELDED ALUMINUM
#124/4" TEK SCREWS
GUTTER BRACKET
(4) THROUGH EACH ANGLE LEG
(1) AT EACH BEAM
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2"x2"x0.125" ALUM /
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DETAIL "MV-7"-EXTRUDED GUTTER BRACE & MATING ELEMENT CONNECTION
SCALE: NTS
2x2 PURLINS ATTACHED TO BEAM
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MAY BE INTERNAL OR EXTERNAL
2.'AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT. WIDTH CHANGE TO MATCH BEAM SIZE
DETAIL "MV-5" EXTERNAUINTERNAL GUSSET
RIGID MEDIUM SCALE: NTS
'ALL MEMBERS PER PLAN
*MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING
I MEMBER w/(2) #10 SMS w/1"
0 PENETRATION INTO SCREW BOSS OF
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ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #10x2' SMS
ATTACH BASE PLATE TO MEMBER
W/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE �
1/4"TAPCON (RED HEAD MFG. OR EQUAL) WITHIN S' OF
COLUMN 1-1/2' PENETRATION INTO UNDERLYING FOOTING
DETAIL "MV-14"- DOOR JAMB & HEADER
CONNECTION SCALE: NTS
SMS PER PLAN
118"X2"X2"XSURFACE LENGTH ANGLE EIS
FASTEN ANGLE LEG TO CARRIER BEAM
1 X2
W/#14X9/16" SMS THROUGH ANGLE LEG
(FOR SCREEN
INTO BEAM -FASTEN ANGLE LEG TO SMB
ATTACHMENT)
1 X2
IN SIMILAR MANNER -SEE TABLE S-1 FOR
(FOR SCREEN
FASTENER QUANTITY.
ATTACHMENT)
1 X2 (FOR SCREEN
ATTACHMENT)
SMB PER PLAN
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END VIEW n.t.s. SMB TO CARRIER
INTO BEAM -FASTEN ANGLE LEG TO SMB
SIDE VIEW n.t.s. IN SIMILAR MANNER -SEE TABLE S-1 FOR
SCREWS
FASTENER QUANTITY.
DETAIL "MV-15B" - SMB ATTACHMENT TO CARRIER BEAM
SMB PER PLAN 3X3 PERIMETER
FASTENED TO SMB(INTERNAL) W/(3)#10XI.112"
3X3 PERIMETER SMS-FASTEN 3X3 TO CARREIR BEAM W/#10X2-112"
FASTENED TO SMB(INTERNAL) W/(3)#10X1-112" SMS WITHIN 6" OF SMB AND 18" O/C. /
SMS-FASTEN 3X3 TO CARREIR BEAM W/#10X2-1/2"
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CONNECTION SCALE: NTS
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118"X2"X2"XSURFACE LENGTH ANGLE EIS SCREWS INTO BEAM -FASTEN ANGLE LEG TO SMB
FASTEN ANGLE LEG TO CARRIER BEAM END VIEW n.t.s. IN SIMILAR MANNER -SEE TABLE S-1 FOR
W/#14X9/l6" SMS THROUGH ANGLE LEG SIDE VIEW n.Ls. FASTENER QUANTITY.
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE 8-1 FOR
FASTENER QUANTITY.
DETAIL "MV-15A" - SMB ATTACHMENT TO CARRIER BEAM (W/ 3X3 PERIMETER)
NOTE: WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING BY 2-1/4" (MIN.)
3/8" LDT
-#12 SMS 1/8'k2"x2 ANGLE
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2 @ 1x2 BASE
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AT EACH ANGLE FRONT VIEW
2500 PSI CONC.
w/FIBERMESH SIDE VIEW 6"
DETAIL "MV--6" - 2"x4" OR LARGER SELF MATING
UPRIGHTTO DECK DETAILS SCALE: NTS
WELDED TO POST
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ANCHORS WITH MINIMUM
3 112 -INCH EMBEDMENT
DETAIL "MV-2" - PICTURE WINDC
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BEAM/POST DETAIL SCALE: NTS
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DETAIL "MV-4 ",- Ix2 TO HOS
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SCALE: N.T.S
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REVISION 2: DATE 3
SCALE: NTS
1
6X7X.19 BEAM WELDED
AT EACH MITER
BEAM TO TIE BEAM �.
BRACKET
6.5X.5X73 GRADE 8
A THRU BOLT `
DETAIL A: �6063
SCALE:NTS
.5X13 GRADE 8 HEX NUT T5 FLAT BAR
WELDED INTO .375
6063 T5 PLATE
TIE BEAM TO TIE BEAM BRACKET
6063 T5 FLAT BAR
WELDED 6 INCHES INTO
THE GUSSET GROOVES
6063 TS FLAT BAR
WELDED TO BOOT
5-13 GRADE 8
HEX NUT
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DETAIL D
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HEX NUT
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DETAIL A
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