HomeMy WebLinkAboutGenssler EngineeringDESIGN CRITERIA:
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APPLICABLE CODES, REGULATIONS & STANDARDS _
ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
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1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
OTHERWISE NOTED.
HOLLOW SECTIONS
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2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2" x 2" x 0.050"
PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
# 12 SCREWS 6' FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2" x 3" x 0.050"
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THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
2 x 4: 2" x 4" x 0.050"
3. ASCE 7-10 & SE 17
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2" x 5" x 0.050"
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
5. AC1318 CONCRETE REFRENCE MANUAL.
INCHES.
OPEN BACK SECTIONS
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1" x 2" x 0.044"
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WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1" x 3" x 0.045"
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WIND LOADS
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
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1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
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1604.5: RISK CATEGORY 1.
5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2" x 2" x 0.045"
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2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
INTERCHANGEABLY.
2 x 3 SNAP: 2" x 3" x 0.050"
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REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
2 x 4 SNAP: 2" x 4" x 0.045"
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1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
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MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
FASTENER SPECIFICATIONS
SELF MATING (SMB)
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3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
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VULT = 150 MPH & EXPOSURE = C_
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
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OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
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FOR 20 X 20 X 0.013" MESH SCREEN
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
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HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
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HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
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VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
2 x 9(H) SMB: 2" x 9" x 0.082" x
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VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
SPECIFIED.
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
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4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
.374"
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FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
DETAIL A
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FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6' FROM ENDS
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B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
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24" O.C. AND 6" FROM ENDS.
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FOUNDATION DESIGN
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
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FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
SCREW AT 24" O.C. AND 6" FROM ENDS
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OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
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CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
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& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY
MASONRY SPECIFICATIONS
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CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
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DESIGN MINIMUM REQUIREMENTS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
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ON TYPE M OR S MORTAR.
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2. ALL MORTAR SHALL BE TYPE M OR S.
SPECIFICATIONS
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
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THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
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REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
HEIGHT.
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APPLICABLE:
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a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
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FOLLOWING COMPONENTS:
MISCELLANEOUS
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i. PORTLAND CEMENT TYPE 1 - ASTM C 150
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALLj
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
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iii. AIR ENTRAINING +/- 1 %- ASTM C 260
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
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iv. WATER REDUCING AGENT - ASTM C 494
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
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v. CLEAN PORTABLE WATER
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
vi. OTHER ADMIXTURES NOT PERMITTED
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
b. METAL ACCESSORIES SHALL CONFORM TO:
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
i. REINFORCING BARS - ASTM A615, GRADE 60
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
ii. WELDED WIRE FABRIC - ASTM A185
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
THE FIELD.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
PERMITTED.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
GROUT WITH BONDING AGENT.
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
INCLUDING HOT WHEATHER RECOMMENDATIONS.
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
STRUCTURE.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.100"
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ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
UNLESS OTHERWISE INDICATED.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
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BARRIER.
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2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
RESPONSIBILITIES
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SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
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GROUT WITH BONDING AGENT
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
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3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
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DRILL &EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH I" MIN.
BE NOTIFIED OF ANY DISCREPANCIES.
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HOLE, EMBED 4" MIN W/ NON-SHRINKING SIMPSON EPDXY-TIE
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
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(OR EQUAL) 48" O.C. TYP. ALL LOCATIONS
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
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4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &HAS
BEEN ACCOMPLISHED IN ACCORDANCE WITH
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EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
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EMBED 6" MIN W/ NON-SHRINKING SIMPSON EPDXY-TIE
EMBED
THE ATTACHED DETAILS.
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(OR EQUAL) TYP. ALL LOCATIONS
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
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5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
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NOTED.
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
DESIGN DATE: 07/06/2020
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
REVISION 1:
DATE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
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FULL MANSARD
(FACSIA HEIGHT 12'-6")
7" STRUC. GUTTER
1X2 (TYP.)---�-- ---
2X2X.050 DIAG. BRACE TYP.
HALF MANSARD
(FACSIA HEIGHT 15'-6")
7" STRUC. GUTTER
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1X2 (TYP.)---�-- ---
2X2X.050 DIAG. BRACE TYP.
HALF MANSARD
(FACSIA HEIGHT 15'-6")
7" STRUC. GUTTER
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(2) #1 W'SMS INTO SCREW ,pg
1'x2' FASTEN TO COL. (INTERNAL) BOSSES FOR EDGE MEMBER o G�
w/(2) # 10x1-1 /2' SMS, FASTEN To
EAVE RAILS ABOVE w/# 10 1-1 /2" SMS
24" O.C. AND 6" WITHIN COL. -
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TABLE "D" o BEAM PER PLAN
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o (SLOPED OR FLAT) EDGE MEMBER ° o - --
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BEAM
QTY/ SIZE EACH SIDE
2x3 _--
- (4)/#12
2 x 4
(5)/ # 12
2 x 5
(5)/ # 12
2x6
-
(6)/#12
2X7
(7)/#12
2x8
(8)/ #14
2 x 9
(9)/ #14
2x 10
(9)/ # 14
° ALUMINUM INTERNAL OR EXTERNAL-
- OR PURLIN o ° RECEIVING CHANNEL w/(4) # 10x.75" ! - Q
° ° INTO GIRT OR PURLIN & (2) # 1405" I - U 0
° o INTO BEAM OR UPRIGHT 0.062 ANGLE L� q # 10x1-1 /2" SMS INTO
EDGE MEMBER CLIPS MAYBE USED ( )
SCREW BOSSES t '�
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�IEAMER PLAN OR PURLIN N
INTO BEA
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NOTCHED TO RECEIVE J � o
COLUMN WITHIN BEAM � 0) m
BRACE
" SMS, (EACH SIDE) INSTALL BRA0.0625" 6063-T6 FLAT PLATE --,- __ __. _ -_- ---- (ry M
QTY/ SIZE PER TABLE "D" TO CORNw/(8) # 10x.75" SMS, MIN. Q
EDGE DISTANCE, PLATE MAY BE z
FASTENED INTERNALLY TO BRACE I _ PURLIN _ —y � Q
NOTCH PROFILE MAY VARY 1 I MEMBER �I J— C) U
TO PERMIT CORRECT # SMS Ii J O U
PURLIN
I 7 UPRIGHT, BEAM -SNAP, UJ O 00 a
-COLUMN PER PLAN SELF MATING, OR HOLLOW
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MAINTAIN MIN, OF 5/8" SEPERATION WQH Lo
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FROM EDGE OF BEAM SMS O.C. z r
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DETAIL E -UPRIGHT TO BEAM DETAIL "D" -ROOF BRACING CONNECTION _ ~ ~ co c
CONNECTION SCALE: NTS SCALE: NTS DETAIL "C" -GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS z O
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MINIMUM NUMBER OF TAPCONS INTO CONCRETE & tit_ ry
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# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM 2'x2'x.063"- DIM. TO MATCH PURLIN 0Cfl d
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES — - - -o
SIZE RECEIVING CHANNEL
(2) # 12 SMS INTERNAL TO EAVE RAIL
2X4 S.M.B. (1) 1 /4" X 2-1/4" SSEE B APOCON & (2) #. 12 X 3/4" S.M.S. — _ (3) # 12 EACH SIDE INTO PURLIN
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2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. Ir FASTEN TOP OF HEADER TO INTERSECTING I
2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. (I 2"x2' MEMBER w/(2) # 10 SMS w/1"
2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. i'j PENETRATION INTO SCREW BOSS OF j O
2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. I 2'k2' MEMBER -TYP. BOTH SIDES I z
SAVE RAIL -SEE PLAN
2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
EXTRUSION
2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S. U ( C)
y 2'x2' DOOR JAMB 1x2 OPEN RACY. � I �-
,ry I EXTRUSION UPRIGHT �-, W
SELF -MATING OR I +� ) 0
1 /8''x2"x2'x ANGLE " I (2) IL EACH
SIDEMS O U 1 COLUMx2 INTON C)
SNAP SECTION iYP. {
5032 H-32 ANGLE j 1 " ------- - - --- ----- EAVE RAIL EACH SIDE OF COLUMN � �ry
(2) - # 12 SMS INTO COLUMN
IN72*Q.B.BASEPLATE-TYP.
114" MASONRY ANCHOR EACH � I ���--- -- --- '
ANGLE - EACH SIDE COL, o o I I
1-114" MIN. CONC-
° - ANCHOR EMBEDMENT I FASTEN HEADER w((2) # 10x3' "
1_ INTO SCREW BOSS OF HEADER
2-1/4" MIN. CONC. ° °° ° 2" MIN. INCREASE DISTANCE ALTERNATE HEADER CONNECTION I
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4 I WHERNATE E DERCUSED - FASTEN
I DETAIL"G" - SLOPED PURLIN
SECONDARY ANGLE 'n'° nL • UPRIGHT IS USED (. Z -BAR TO COL/HEADER AT EACH i E CONNECTION SCALE: NTS
° CORNER AND 19'0/C
3000 PSI CONC. _
SLAB/ FTG. I-1l2'x 1(16"STRAP
6x6 -10x10 WWM NOTE (12) # 12x SMS TOP OR BOTTOM)
OR FIBERMESH SIDE VIEW WHERE PAVERS ARE PRESENT USE 5/16" " ( @ 1" SPACING U
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION i
ANCHORS TO PENETRATE UNDERLYING ATTACH 7k2" TO BASE i'LATE
CONCRETE FOOTING 2-1/4" (MIN.) I I (INTERNAL) w/(2) # 10x2" SMS ( 7'x2' EDGE BEAM z I w Com.)
1/4" MASONRY ANCHOR It {
AT EACH ANGLE (2) - # 12 SMS 4 1 ATTACH BASE PLATE TO 2k2"ry
�I w/(2J #10x3" SMS INTO SCREW 'Z� �UgVIN ���� L11 LL
�1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL) j BOSS OF BASE PLATE C)
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2 n SLAB (BEYOND) I' (2) # 10x3" SMS _/ W J z F-
_ _ _ _ _ I' I� _ INTO SCREW BOSSES MK2' FASTENED TO COLUMN W („)
j(- 1"xZ' BASE PLATE ANCHORED ! ' CONNECTING EDGE w/(2) # 10x1-1/2' SMS INTO W 0 u) '7
TO CONC w/ 1/4" MASONRY BEAM TO PURLIN SCREW BOSSES FOR SMB 00 z 00 z N
n n n ANCHOR 6" MAX EACH SIDE --------- — — OR SNAP COLUMN
OF POST AND 24" O.C. MAX n ° Q O 0 W COO Q
1-1/4" CONC. EMBEDMENT TYP. <. ° .. ° ° n d U N 0-
• ° .. ° ° 1'k2' SNAP Z O
° • , WHERE 1 X2 INSTALLED THROUGHOUT ° . ° ° ° ° 0
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_ AN "OPEN VIEW" SPACING TO BE ° • ° a' • ° °
3000 PSI CONC. ° �— ° REDUCED TO 18" O.C. (MAX.) — ° -- COLUMN PER PLAN
NOTCH COLUMN AS REQ'D.
SLAB/ FTG. 114" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF DESIGN DATE: 07/0612020 -
6x6 -10x10 wwM -- FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH REVISION 1: DATE
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE
PAGE:
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS PURLIN CONNECTION SCALE: NTS DRAWN BY: TCP
SCALE: NTS
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GIRT FASTENED INTERNALLY AT EACH END 1'•x5 x2" WIDTH EXTRUDED GUTTER BRACKET
w/ # 10x1.5" EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG Q WOOD SCREW SHALL BE
At
TO BEAM w/ 2"x7"xi /8"ANGLE (2) # 12 SMS -0.125" MIN., LONG LEG SHALL BE 0.072' MIN.) ` ` ''
INTO BEAM & (2) # 10x1.5 THRU ANGLE INTO i? EACH BEAM w/(2) # 12x3/4" SMS psi 1" SPACING wGUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL i d`,
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & - c
INCLUDE 2" GUTTER BRACE AT EACH BEAM
LOCATION. w '
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.050' GUTTER STIFFNER t�
2"x2'x1/8•' ANGLE FASTEN TO FASCIA w(2)
w/(2) # 12 SMS # 12x2' WOOD SCREWv „ W
EACH LEG FASTEN TO GUTTER w(2) ^. - p� W
- EXISTING HOST STRUCTURE # 12 SMS GUTTER o •@ I-_
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--- (DESIGNED BY OTHERS) BRACE o ,
o _ WHEN BEAM &PURLIN _0
BEAM HIT ON CORNER - -
o - FASTEN OUTSIDE OF
(2) # 12 SMS(2) # 14 WOOD SCREWS C 1" co
w/ 1/8"x2k2' ANGLE y (V
o SPACING @ EACH GUTTER BRACKET w & (4) # 12 SMS EACH LEG J O
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o o MIN. EMBEDMENT SHALL BE 2" Q (9) # 14x3/4" SMSk
CLOSE BOTTOM OF 0 0 1 /8" PLATE ON 45° ANGLE /' W
BEAM WHEN TRIMMED FOR BEAM OVER 2x5 — OR i /8"x2'x2' ANGLE w!(4) _ z Q E U
.044 RECEIVING CHANNEL, — # 12 SMS INTO EACH
FASTEN w/(2) # 12 SMS .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERSECTING MEMBER o o e o o Q U
INTERNALLY w{(2) # &SMS FASTEN INSIDE CORNER
EACH SIDE OF BEAM
ALTERNATELY 2x2x1l" ANGLE BELOW GIRT, (2) 914 SMS INTO (BEAM TO PURLIN) o � � 0
BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER w/ 1 /8"x2"x2' ANGLE
w/(2) "# 12 SMS ° — W O 0
INTO EA. MEMBER
SIDE VIEW (BEAM & PURLIN) EYEBOLT FOR W t 1_ •L
o j CABLE TENSION Z r
OPTIONAL GIRT I
PERIMETER / �— M
#10 SMS WITHIN 6" DETAIL "M" BEAM & PURLIN TO GUTTER FRAMING 1/8'STAINLESSSTEEL
& s 24" O.C. MAX. FASTEN GUTTER TO BRAIDED CABLE C �"� c
FASCIAw/#14x2' CONNECTION SCALE: NTS z C O �'
` ( WOOD SCREW 18" O.C. _ W < —A Qi
C(-
(2)
(2) #lzsrnsDETAIL "I-2" CABLE CONNECTION Q < _
GA�FF AT CORNER SCALE: NTS �0// (<_ U
0RACE LJ_ O
__47
(.c) cr-
(2) # 14xZ'
2x2x1/8"ANGLE WOOD SCREW J O N
OD
EA. SIDE OF BEAM I /8" STAINLESS STEEL T_
w/(2) # 12 SMS BRAIDED CABLE U_ C:)CH L
EA EACH SIDE FASCIA (2'x6" MIN. EXISTING) (2) # 14 WOOD SCREWS 40° MIN.
STRUCTURAL
(2) # 12 SNAS INTO FASCIA 60° MAX.
GUTTER a . I(� 0
TOP VIEW 2'x2'x1#S SEA. LEG---, GIRT e e V!/ F_
DETAIL "Id" BEAM TO GUTTER U
CONNECTION SCALE: NTS° YA.S.T.M.A-36 STEEL CLIP IP __3SMB 6x6 -10x10
0 3000 PSI CONC. WITH (2) 3/8"x3" SLEEVE ANCHORS ' O
W WM OR FIBERMESH FOR PAVERS (2) 1/4"M" TAPCONS ry
GIRT
iHRU PAVERS INTO FOOTING
0 0 � �
( r F o 0
1/8" STAINLESS STEEL
0 0 '1
o o BRAIDED CABLE
o ° F o i/8"x2"x4" STRAP 40° MIN.
0 0 0 (2) # 12 SMS INTO BEAM STRUCTURAL GUTTER 60° MAX.
F� 0 (2) #12 SMS INTO GUTTER SIDE VIEW
0
o� 0 0
o F o 0 0 0 10 0
o a n
0 o p
° F F
0 0 3/16"-5052-H32 GUSSET
F INTERNAL OR EXTERNAL GIRT 3000 PSI CONC. U
2 x 10 SMB ILLUSTRATED (2) GUTTER BRACES _J
F FASCIA INTO GUTTER#& (2) #Sl4 CONC. SCREW ANCHOR
6x6-1 xl 3/8" DIA x 3" EMBED
W WM OR FIBERMESH
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 -I
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
(TAPCON OR EQUAL) REVISION 1: DATE
DETAIL "L" CORNER CONNECTION —
DETAIL "K' GUSSET CONNECTION SCALE: NTS DETAIL "I-1" CABLE CONNECTION REVISION 2: DATE PAGE:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: TCP
SCALE: NTS
TABLE B -i
WOOD SCREWS
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2 x 4
(5) # 12
(9) #12
2x5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2x7
(10) #12
(10) #12
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2x 10
(16) #14
(15) #14
(TAPCON OR EQUAL) REVISION 1: DATE
DETAIL "L" CORNER CONNECTION —
DETAIL "K' GUSSET CONNECTION SCALE: NTS DETAIL "I-1" CABLE CONNECTION REVISION 2: DATE PAGE:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: TCP
SCALE: NTS
WOOD SCREWS
INTO FASCIA
(TAPCON OR EQUAL)
W
7k2k1 /WANGLE w/(2)
o GUTTER
1 /8" STAINLESS STEEL
w
U
J
# 12 SMS EA. LEG
BRACE
BRAIDED CABLE
40° MIN.
MAX.
U
W LL
n i
60°
W
I
(2) 112 SMS wU
SMB
e <. o°
D Z
o N
a �, e
a 0
z
0 Wm4
°°
°
d
w C7 N d
Z
O
1!6'x2"x4" STRAP GIRT
3000 PSI CONC.
OU
a
(2) # 12 SMS INTO BEAM STRUCTURAL GUTTER
6x6. 10x10 1.5''x5.5" ALUM. STRAP
(2) # 12 SMS INTO GUTTER
W WM OR FIBERMESH w/(2) 3/8" DIA. x 3'
DESIGN DATE:
07/06/2020
TOP VIEW
MASONRY ANCHOR
(TAPCON OR EQUAL) REVISION 1: DATE
DETAIL "L" CORNER CONNECTION —
DETAIL "K' GUSSET CONNECTION SCALE: NTS DETAIL "I-1" CABLE CONNECTION REVISION 2: DATE PAGE:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: TCP
SCALE: NTS
3/16" 5052-1-132 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4" (TYPICAL)
51a
#14 SMS @ 1 1/4" O.C.
/ o 0
00 00
00 0 0oo
2"X2"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR PLATE
5
\ y31S"
8•
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
CORNER POST /- EAVE RAIL
1"x2"O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
& C -C FASTENER SPACING)
x2x0.0
3ACE (TYP.)
K -BRACE
LATERAL "K" -BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E -SERIES
PURLIN
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C -C
FASTENER SPACING)
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
'ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1" INTO EACH
DICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
6" II I
(2)#10X11/2"SMS
THRU SCREW BOSSES2 va Mei CONC
NCHOR BEDME
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR SIDE VIEW
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
K -BRACE
-Z-x2x0.093
BRACE(TYF
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K" -BRACING
CONNECTION DETAILS
CORNER K -BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
r- 1 2"
CORNER POST W/ 1" X 2" @
,_,T
A�BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP -1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
6" x 5" x 0.050"
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
K -BRACE
2 x 3 x 0.070 CHAIR RAIL
K -BRACE -�
COLUMN
i
x 2 x 0.093
RACE (TYP.)
I
0
----
lo
0 0 1 0 GIRT (CHAIR RAIL)
I
-----------0 ---
2x2x0.093
BRACE (TYP.) (11 TOTAL) - #12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K" -BRACING C -C FASTENER SPACING)
CONNECTION DETAILS
--- (3) 114" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
F4
(OJT CARRIER BEAM
0
POST
VARIES
1"x7' MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
2"x2" FASTENED TO CARRIER
BEAM w/(2) # 10x1-1 /7' SMS INTO
SCREW BOSSES EACH END
CARRIER BEAM--\
CARRIER BEAM TO POST DETAIL
SCALE: NTS
-4 O
I
0
O
1"x2' MEMBER _ O
FOR SCREENING O
#10x1-1/2"SMS O 18"
O.C. MAX CONNECTING
TO 1'x2" CARRIER BEAM
# lox] -1/2"SMS @ 18"
O.C. MAX CONNECTING
TO 1"x2" POST
2'x7'x0.125'
RECEIVING CHANNEL
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
3/4" SMS SEE TABLE FOR SCREW
SIZE/ QUANTITY (TYP. EACH SIDE)
(2) ROWS OF 3/4" SMS SEE TABLE
FOR SCREW SIZE/ QUANTITY
NOTE: FOR DOUBLE OR TRIBLE 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: NTS
2" FOR SINGLE
RECEIVING
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
(8) # 12 OR (3) # 16
HORIZONTAL
(6) # l OxO.75" SMS
BEAM OR 4'x4"
EACH SIDE
6" FOR TRIPLE
(10) #12 OR (4) # 16
HORIZONTAL
(6) # 14 OR (4) # 16
BEAM OR 6X6
IT 2) # 10x0.75" SMS
(7) # 14 OR (4) # 16
2 ROWS OF (6) FOR
(2) 1/4" DIA. MACHINE
RECEIVING CHANNEL
(14) #14 OR (6) # 16
OR (6) EACH ANGLE
OF SLAB/ FTG.
CARRIER BEAM TO POST DETAIL
SCALE: NTS
-4 O
I
0
O
1"x2' MEMBER _ O
FOR SCREENING O
#10x1-1/2"SMS O 18"
O.C. MAX CONNECTING
TO 1'x2" CARRIER BEAM
# lox] -1/2"SMS @ 18"
O.C. MAX CONNECTING
TO 1"x2" POST
2'x7'x0.125'
RECEIVING CHANNEL
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
3/4" SMS SEE TABLE FOR SCREW
SIZE/ QUANTITY (TYP. EACH SIDE)
(2) ROWS OF 3/4" SMS SEE TABLE
FOR SCREW SIZE/ QUANTITY
NOTE: FOR DOUBLE OR TRIBLE 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: NTS
3000 PSI CONC.
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
TOP VIEW
7'x SMB
(SH–PAGE-2
FOR SIZE)
(2) 114" DIA. MACHINE
BOLTS w/ WASHERS
2" FROM EDGE
OF SLAB/ FTG.
STITCH w/(2)
# 12x3/4" SMS
@ 17, O.C.
2"x_ SMB
(SEE PAGE -2
FOR SIZE)
3"x3"x0.125" ANGLE
3000 PSI CONC. /
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST w/ 2x SMB CONNECTION
DETAIL SCALE: NTS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" 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 PROVIDE MINIMUM
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 NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
ROOF BEAM TO C.B. W( REC. CHANNEL TABLE
BEAM
SIZE
(2) 3/8" DIA. EXPANSION BOLTS
QUANTITY/SIZE
TO BEAM. INTERNAL
2 x 4
SEE NOTE # I THIS PAGE
(8) # 12 OR (3) # 16
2x5
FOR BOLT PLACEMENT
(10) # 12 OR (3) # 16
(2) 3/8" DIA. EXPANSION BOLTS
(5) #120R (3) # 16
(10) #12 OR (4) # 16
SEE NOTE # 1 THIS PAGE
(6) # 14 OR (4) # 16
(12)#14OR(4)#16
FOR BOLT PLACEMENT
(7) # 14 OR (4) # 16
(12) # 14 OR (6) # 16
(2) 1/4" DIA. MACHINE
2" FROM EDGE
(14) #14 OR (6) # 16
BOLTS w/ WASHERS
OF SLAB/ FTG.
(14)#120R(7)#16
J�
J ® z' FROM EDGE
T FROM EDGE
OF SLAB/ FTG.
OF SLAB/ FTG.
3"x3" POST
TOP VIEW
(SEE PAGE -2
FOR SIZE)
(2) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
3"x3" POST
(2) 1/4" DIA. MACHINE BOLTS
(2) 3/8" DIA. EXPANSION BOLTS
(SEE PAGE -2
FOR SIZE)
TAL PER
w/ WASHERS (2 POST/SMB CONNECTION)
SEE NOTE #I THIS PAGE
SEE
(2)
3/8" DIA. EXPANSION BOLTS
FOR BOLT PLACEMENT
SEE NOTE # i THIS PAGE
FOR BOLT PLACEMENT
�3'x3X0.125ANGLE
3000 PSI CONC.
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
TOP VIEW
7'x SMB
(SH–PAGE-2
FOR SIZE)
(2) 114" DIA. MACHINE
BOLTS w/ WASHERS
2" FROM EDGE
OF SLAB/ FTG.
STITCH w/(2)
# 12x3/4" SMS
@ 17, O.C.
2"x_ SMB
(SEE PAGE -2
FOR SIZE)
3"x3"x0.125" ANGLE
3000 PSI CONC. /
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST w/ 2x SMB CONNECTION
DETAIL SCALE: NTS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" 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 PROVIDE MINIMUM
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 NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
ROOF BEAM TO C.B. W( REC. CHANNEL TABLE
BEAM
SIZE
QUANTITY/ SIZE
LEG TO BEAM EIS
QUANTITY/SIZE
TO BEAM. INTERNAL
2 x 4
(4) # 12 OR (2) # 16
(8) # 12 OR (3) # 16
2x5
(5) # 12 OR (3) # 16
(10) # 12 OR (3) # 16
2x6
(5) #120R (3) # 16
(10) #12 OR (4) # 16
2x7
(6) # 14 OR (4) # 16
(12)#14OR(4)#16
2x8
(7) # 14 OR (4) # 16
(12) # 14 OR (6) # 16
2x9
(8) #14 OR (5) # 16
(14) #14 OR (6) # 16
2x10
(9)#140R(6)#16
(14)#120R(7)#16
(2) 112- DIA. EXPANSION BOLTS
SEE NOTE #2 TH" ""^"
FOR BOLT PLA(
3-3/4" FROM
OF SLAB/ FTG
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU POST
CARRIER BEAM & POST
TOP VIEW
0
CARRIER BEAM 0
0
(3) 114" DIA. MACHINE BOLTS POST
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
-(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
BEAM
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
TOP VIEW
(3) 1/4" DIA. MACHINE_
BOLTS w/ WASHERS
(2) 1/7' DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
4" DIA. MACHINE
i w/ WASHERS
3-3/4" FROM EDGE
OF SLAB/ FTG.
4"x4" POST
(SEE PAGE -2
FOR SIZE)
i-2'x4"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. Y FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
4"x4" POST CONNECTION DETAIL
SCALE: NTS
(4) 3/8'x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM E
OF SLAB/ FTG.
(3) 114" DIA. MACHINE
BOLTS w/WASHERS —
(4) 3/8"x4" TAPCON
THRU BOTTOM LEG
OF ANGLE INTO CONC.
TOP VIEW
COLUMN PER PLAN
–1 /&'x2"x2 x3-3/4"
(LENGTH) ANGLE
(INTERNAL)
3000 PSI CONC. J
SLAB/ FIG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS