HomeMy WebLinkAboutEngineering APPLICABLE CODES,REGULATIONS&STANDARDS -0 ca
SHEET NO. DRAWING INDEX
1.THE 2020 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 3 o m co G -C'�
� M"°�s` Digitally signed
STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM &CH.23 WOOD. o ui o c c�a �� s�'•.
S/01 GENERAL NOTES `
2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, o P-0 a °'FU w = No.50102 by Craig E
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY �; ° N `m
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED, S/02 PLAN/ ELEVATIONS 00 m c a '�'- +�_
T'- 4 _ A � >:. Gunderson
3.ASCE 7-1 k&SE17 c n c � E m� :ate--• � r.;�W::
4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. S/03 DETAILS 0 0 m � N ¢s•-F OR to.G�
s Date:
a�a m �' n
5.ACI318 CONCRETE REFERENCE MANUAL. S/O4 w fn m c E /aNA�E '
DETAILS I LS m cn w n 2 g This item has been digilelly eigned and ceded 2021.08.27
WIND LOADS C O•—:5 N R U by Craig E Gunde—n on the dale adjacent to
1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE S/O5 DETAILS E e O o 2 c'c u,e aeai Rintedcopi.c f is dowment- t
. � .� m o ml considered signed and se ad and the 15:16:52 —04 00
1604.5:RISK CATEGORY 1. 'y c'0 �LD-N•N U dgnabmmuslbeuerifwdonelecboniccapin
2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS 'w o o t
� 0)�
REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE ~ rn O :3 " "" °'
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: C U N a
3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) J c
VULT= 150 MPH &EXPOSURE=C Lo
J r. Lo
FOR 20 X 20 X 0.013"MESH SCREEN r n f-- M
HORIZONTAL PRESSURES ON WINDWARD SURFACES= 43 PSF V n
HORIZONTAL PRESSURES ON LEEWARD SURFACES= 34 PSF z Z Q E c
VERTICAL PRESSURES ON SCREEN SURFACES= 12 PSF U <
VERTICAL PRESSURES ON SOLID SURFACES= 3
p U
FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= •88 W `J 0 �
FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6
UjQ� LLU .�
� L
FOUNDATION DESIGN z 111 r
FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING n ~ F-- co c
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING
&OTHER DETERIORATION.EXISTING FOUNDATION/FOOTING UNDER w �
CONCRETE SLAB MINIMUM 8"x8"W/(1) #5 BAR TO BE VERIFIED BY CONTRACTOR.SEE TYPICAL .�
DESIGN MINIMUM REQUIREMENTS.FOOTING DETAILS FOR NEW FOOTING ��" i_ QQ Q _
— I— U
MISCELLANEOUS -
1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL 1 0 II--
(IfCD
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC O O I`
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. a N
2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. _ f-� CV
IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. O
FASTENER SPECIFICATIONS
1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER U
ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS I w
OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) O
2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3.WHERE WOOD DECK IS PRESENT USE 1/4"X 3-1/2"GALV.LAG -f a-
SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE O`
SPECIFIED. -
4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST
A.FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X 2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS
B.FOR WOOD APPLICATION USE#14 X 2-3/4"WOOD SCREW AT
24"O.C.AND 6'FROM ENDS.
C.FOR ALUMINUM APPLICATION USE#10 X 1-1/2"SMS OR TEK
SCREW AT 24"O.C.AND 6"FROM ENDS _I
D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW" RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED m
SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS DEPICTION OF THE TYPE OF STRUCTURE PROPOSED _j W
J
RESPONSIBILITIES U) (n 0
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED z LU
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING LLJ
CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL PROPOSED MANSARD SCREEN ENCLOSURE oo _j
BE NOTIFIED OF ANY DISCREPANCIES.
2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, SEE FOUNDATION DESIGN SHEET-O l - m
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION vi (r >-
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH LLI ww Q = U MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS. 0 Z o °�
3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN 0 O 2E p J
ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" v w cV Q
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED z w Q IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE 0 0
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.
4.CONTRACTOR TO PROVIDE NOA'S&INSTALL ALL MATERIALS DESIGN DATE: 08/25/2021
AS PER MANUFACTURER'S SPECIFICATIONS. _
5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE REVISION 1: DATE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED REVISION 2: DATE
STRUCTURE. SHEET:
DRAWN BY: TCP I I 1
ALUMINUM SPECIFICATIONS i!,
1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS a cca
`{aE.G�ND
Digitally signed
OTHERWISE NOTED. W 3 0 LO o JcENSF' r
2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITHCc: N = IN .60102 by Craig E
#12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER.
#10 SCREW 6"FROM ENDS& 12"CENTER TO CENETER. 8 ` °' " '�`' -
�,��� ; c� > :�, STATE DE Gunderson
EAVE RAIL SECTION 3.ROOF BRACING SHALL BE A MINIMUM 2X3X.050'. a- ay c �.<:••. F y,:��+�`
ATTACHED iO BEAM W/ 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS c c c E i6 ' fi '••gip +°.'Ci;'`
(4)#IOXI-1/2'SMS 0 CAVNTO SCREW BOSS H) S'S'/ �a Date:
II X2 FASTENEDT EAVE RAIL (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 0 0CIS LLj U5 0 M'13 E av'i '�•.,,QNA\I,,,.•
BEAMS FASTEN PER n SECTION W/#10 X 1-1/2' INCHES. 1 N[L N y•N N a This item has beenrdiytafiy signed and sealed 2021.08.27
DETAIL"E'SHT 3 ° SMS WITHINCOFCOL 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN r c'rn=b � 0 by Craig Gunderson on the date adjacent to
PURLINS FASTEN PER alJDza•c.c- WIND SPEEDS EXCEED 75 MPH PER FBC. E m 0 p� �+m V gal. Printed copies of Bus dowmenl are I l
DETAIL"G"SHT3 IAn.2'WIDTH EXiTNDEDGUCIFR BRACkET G m e•C not mnsidered signed and sealed and the 15.16:58 -04 00
• a SHICKNESTgf i!!.G&WO00 SCRC'P+SHALL BE 6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS :'-� 010 m rno signalum must be verified on electronic mom.
COLUMN TO o,tx5'husl.LQHG LEGS)Ntl Benorr Mul( APPROVED BY FLORIDA ENGINEERING LLC. .N c c �1°'•tl1
MATCH 6EAt� R13Jt OUn"UEAIMP)SEr
teAGEI SPAC' 7. 1"X2"&1"X3"NON STRUCTURAL MEMBERS MAY BE USED �' •� o o t a'
PURLIN SIZE m( 7 0 Q N
(U.N.O.)SEE INTERCHANGEABLY. —
7x2'xl/@'ANGLE PAGE-2 8.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
w/(21#12 SMS--
N
EACH LEG(TYP.) --- HOST STRUCTURE THE FIELD. .J O o
FASTEN 2X2'TO GUTTER--_
ED BY OTHERS(
W/N12X2-1/2'SMS0
Lo
I B'C C.&EACH SIDE OF COL J �� �WOOD SCREWS 0 1121#1 D3/4"SMS G®EACH GUTTER BRACKET M16.O.C.MAX �E�X2'FASTENED TO COL �- 1BEDMEIJI SHALL BE 7-
2 (D
(INTERNAL)W/141#IOX 1-I/Z' 11r_O}s
SMS INTO SCREW BOSSES z 7` < O U
SIDE VIEW HOST 24" O/H STRUC. GUTTER 2'-8"-I~4 — 5 Q U
TRANSOM AT GUTTER CONNECTION 1X3 N w O U
DETAIL SCALE: N.T.S. I----------
_ W LL Lo
L
2X3 � W
Z
f ,1 ~ � M C
V
in _
_ 2X3 TYP. 2X5SMB Z
o RESIDENCE I mo' - w Q J
Y1 � -41-311~j 2X3 DJ `+-
1X3 C4 HOST 36 O/H STRUC. GUTTER
DJ 2
x Q
2X3 + ----^__Yv_�� 2X3 TYP. 2X5SMB ~ U
x I� - - ---� ---- r--- N O
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LL
lD II ) m x x
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L r 2X3 TYP. N 2X5SMB r
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rl —
41 Ln CD
N N ( —
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N x x l lD W
I j 2X3 TYP. 2 O
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1X3 ID
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T-- -- - - J 1211
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Qaf
m m 2X8S M B C.B, ,%r, W U J
' - LL
U O m
m
uT Ln °' w Q F—
r' Q
EXISTING r�r o o W Q 06 U
C.M.U. x .rf� x 1--
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1X3 TYP, r z a o ¢ a
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21'-O U---I
DESIGN DATE: 08/25/2021
REVISION 1: DATE
REVISION 2: DATE SHEET:
DRAWN BY: CE] nq
> v ca
3 o Digitally signed
c0 W 2 c o o GEN p .Ss
ALUMINUM MEMBERS DIMENSIONS o rnna` No:snlnx by Craig E
ai N
1"xT FASTEN TO COL (2)#1Ox3"SMS INTO SCREW- co
U m
.(INTERNAL)--_ BOSSES FOR EDGE MEMBER `. HOLLOW SECTIONS v _v`•- �.
w/(2]#lOxl-I/2"SMS.FASTEN TO � >�• CN :� STATE OF Gr' Gunderson
EAVE RAILS ABOVE W1010 1.1/T"SMS ` 1 2 x 2:7'X 2"x 0-05a' �� E m�Q �� -p
24"O.C.AND 6"WITHIN COL. J rn '� F �OR!`?�' C��
1I1 2 x 3:2"x 3"x 0.050" �, a�w o �, SS/ E; Date:
�- 2x4:2"x4"x0.05W a m o E m �NAL
TABLE "D" 4�c
2 X 5:2"X S"X 0.050" m - -=-D �°! 'I dgiUlry'signed and sealed 2 2 p
BEAM PER PLAN r =a c mw,'O This item has been d nal s 202 •O$;�7
(SLOPED OR FLAT) u E ca m O to'— the seal.?dnrnl mpnt d St dxument arett
u C O'—,F N"' O b'Craig E Gunderson m the date adacent to
EDGE MEMBER- d OPEN BACK SECTIONS m � _ = 15:17:06-04 00BEAM QTY/SIZE EACH SIDE OR PURLIN o •� v a5 m a rn o not mnsG m vyrd end�+xd and he t7 1 X 2:1"x 2"x 0.044" ec°1m 6 signature must be verified on elecUmic copier 1 x3:1"x3'x0.045' �.N� F5 002
2x3 (4)/#12 A
2 X 4 (SJ/#12 BEAM PER PLAN (2)#1Ox2 -EDGE MEMBER SNAP SECTIONS c
INTO BEAM_ OR PURLIN 2 x 2 SNAP:2"x 2"x 0.045" U r
( ) NOTCHED TO RECEIVE 2 x 3 SNAP:2"x 3"x 0.050" J Q r
2 X 5 5/#12 �, COLUMN WITHIN BEAM
\ 2x4 SNAP:2"x4'x0.045" J r-
2x6 W/#12 -BRACE
SMS,(EACH SIDE) INSTALL BRACE M
2 X 7 7/#12 QTY/SIZE PER TABLE"D" w/(8) "6063-T6 FLAT PLATE F
( ) SELF MATING SMB �1'1 F" M
TO CORNER-�-� w/(8)#lOx.75'SMS,MIN..S' (SMB) `J � C
(8)/#14 '1 EDGE DISTANCE,PLATE MAY BE 2 x 4 SMB:2"x 4"x 0.046"x 0.1O( Q E L
2 x 8 FASTENED INTERNALLY TO BRACE Z
(9)/#14 NOTCH PROFILE MAY VARY y 2XSSM6:2"X5"XO.O50"XO.116" Z � O
2 x 9 TO PERMIT CORRECT#SMS 2 x 6 SMB:2"x 6"x 0.050"x 0.12G' — U
2X10 (9J/#14 PURLIN 2x7 SMB:2"x7"x0.055"x0.12W O U
COLUMN PER PLAN 2 x 8 SMB:2"x 8"X 0.072"X 0.224' W J O Cp
MAINTAIN MIN,OF 5/8"SEPERATION 2 x 9 SMB:2"x 9"x 0.072"x 0.224" J ()
FROM EDGE OF BEAM SMS O.C. 2 X 9(H)SMB:2"X 9"X 0.087'x 0.306" W < w Lo
2X10 SMB:2'x10"x0.097'x0.374' z
l DETAIL E- UPRIGHT TO BEAM DETAIL"D"- ROOF BRACING CONNECTION DETAIL A ~_ M
CONNECTION SCALE: NTS SCALE: NTS Z O
W Q -j �q-
Qom =
U
MINIMUM NUMBER OFTAPCONS INTO CONCRETE& ALUMINUM INTERNAL OR EXTERNAL f I—
# 12 X 3/4"S.M.S.INTO UPRIGHT/EACH SIDE OF BEAM RECEIVING CHANNEL W/(4)#IOx.7S' O Q � O
THROUGH SECONDARY 2"X 2"X 0.125"ANGLES INTO GIRT OR PURLIN&(2)#14x.7S"
INTO BEAM OR UPRIGHT 0.062 ANGLE r O
(SEE BELOW) (�
CLIPS MAYBE USED (4)#lOxl-1/2"SMS INTO
2X4 S.M.B.(1) 114"X 2-1/4!'S.S.TAPCON& (2) # 12 X 314"S.M.S. 1 r SCREW BOSSES �- CV
2X5 S.M.B.(1) 1/4"X 2-1/4"S.S.TAPCON& (2 # 12 X 314"S.M.S. FASTEN TOP OF HEADER TO INTERSECTING ` CV
LL
2X6 S.M.B.(2) 1/4"X 2-1/4!'S.S.TAPCON& (3) # 12 X 3/4"S.M.S. FAST'N TOP O HEADER
ER O I Wn"
2X7 S.M.B.(2) 1/4"X 2-1/4"S.S.TAPCON& (4}# 12}(314"S.M.S. PENETRRTIOKINTO SCREW BOSS OF -
2X8 S.M.B.(3) T/4"X 2-114"S,S.TAPCON& (5) 0 12 X 3/4"S.M,S- Z'x2"MEMBER-TYP.BOTH SIDES = O
2X9 S.M.B.(4) 1/A"X 2-1/4"5,5.TAPCON&(61 # 12 X 314"S.M.S. Z
2X1 O S.M.B. (5) i/4"x 2-1/4"S,S.TAPCON&(7) #12 X 3/4"5.M.S-
2"x2"DOOR JAMB- PURLIN U
MEMBER W
SELF-MATING OR -- �
1 2' ANGLEUPRIGHT,BEAM-SNAP,
5032 H-32 ANGLE_�� SNAP SECTION TYP. SELF MATING,OR HOLLOW O
03 -32
D-
(2)-#12 SMS INTO COLUMN 1'k7'O.B.BASE PLATE-TYP.
1/4"MASONRY ANCHOR EACH
ANGLE-EACH SIDE COL. o o f' i
n 1-114'MIN.CONC.
f ANCHOR EMBEDMENT INFASTEN HEADER TO SCREW BOSS /( )#10x Rom.
f DETAIL 'C"- GIRT OR PURLIN TO BEAM
l 2-1/4"MIN,CONC. f a 2"MIN.INCREASE DISTANCE OR POST DETAIL SCALE: NTS
ANCHOR EMBEDMENT WHEN GREATER THAN 2X4 ALTERNATE HEADER CONNECTION
l SECONDARY ANGLE r. •� UPRIGHT IS USED WHEN Z-BAR IS USED-FASTEN
Z-BAR TO COL/HEADER AT EACH Q
l •y r d .' CORNER AND I8"O/C
3000 PSI CONC.
FIG.ONC. 2k7'xA63"-DIM.TO MATCH PURLIN J
RECEIVING CHANNE
6x6-10x10 WWM SIDE VIEW NOTE 2 #12SMSZ INTERNAL TO EAVE RAIL U m
OR FIBERMESH WHERE PAVERS ARE PRESENT USE 5/16" ( ) J W(3)#12 EACH SIDE INTO PURLIN
TAPCON XL(RED HEAD MFG.)MASONRY ALTERNATE BASE PLATE CONNECTION � J (7
ANCHORS TO PENETRATE UNDERLYING ATTACH 2"x2"TO BASE PLATE U Q
CONCRETE FOOTING 2-1/C(MIN.) (INTERNAL)w/(2)#10x2"SMS (n
114"MASONRY ANCHOR _ t C. '" z W Z"PVRUN/'�
AT EACH ANGLE LU(2)-#12 SMS ATTACH BASE PLATE TO 2"x2" 01 ° LU Q
114'.TAPCON XL(RED HEAD MFG.OR EQUAL)
w/(2)#10x3"SMS INTO SCREW `•-
EAVE RAIL-SEE PLAN U J Q
. @BOSS OF BASE PLATE O LL
2\\\� F• 1x2 BASE '�� EXTRUSIONS ,� (� O m
2 Q SLAB(BEYOND) IX2OPEN BACK iii (1) 0� }
- - , - EXTRUSIONI ; UPRIGHT W w Q = U
-1'XY'BASE PLATE ANCHORED EAVE(RA EACH S DE OF COLUMN F 0 Z Q
TO CONC w/114"MASONRY 4 U O F W p J
s - ANCHOR 6"MAX EACH SIDE 1• t. Q U Q
. t x OF POST AND 24"O.C.MAX JI . e y ,, • F F a W a
•+ t. �� 1-1/4"CONC.EMBEDMENT TYP. I •F F r - '• t Z Q
G t O
3000 PSI CONC. _ _}., U a
SLAB/FTG. 1/4"TAPCON 1 DESIGN DATE: 08/25/2021
6x6-1Ox10 WWM — - FRONT VIEW COLUMN 1-1%4R PENETRATION T140N INTO UNA UNDERLYING FOOTING
OR FIBERMESH DETAIL"G"-SLOPED PURLIN REVISION 1: DATE
DETAIL"B"-2"x4"OR LARGER SELF MATING DETAIL"F"- DOOR JAMB &HEADER CONNECTION SCALE: NTS
REVISION 2: DATE SHEET
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS /•�
DRAWN BY: TCP n •1
T
C
1"x5"x2"WIDTH EXTRUDED GUTTER BRACKET
cc
GIRT FASTENED INTERNALLY AT EACH END >, v
THICKNESS OF LEG WOOD SCREW SHALL BE m - 3 2 0 1O o _ Digitally signed
w/#lOxl_5' EACH SCREW GROOVE.FASTEN I G-.-••- •..-
TO BEAM w/2"x2""xl/8"ANGLE(2)#12 SMS 0.125"MIN.,LONG LEG SHALL BE 0.072"MIN.) c)W o C c 0 Qd ''i�4E�SE'-,
INTO BEAM&(2)#10x1.5 THRU ANGLE INTO @ EACH BEAM w/(2)#12x3/4"SMS @ 1"SPACING o�� �_ Na 60102
GUTTER WHERE NO GIRT IS PRESENT,ATTACH INTO GUTTER LIP.FOR BEAMS ABOVE 2x8INSTALL m a �' _= h`_ by Craig E
ANGLE DIRECTLY TO GUTTER, GUTTER BRACE AT MIDPOINT BETWEEN BEAMS& aoi U a) �c a
INCLUDE 2"GUTTER BRACE AT EACH BEAM = p'•
LOCATION. �,ca E ca� Gunderson
a) srriT bF +c
aa))a) o rn� W m - :cr' T aRl��' `'
��w u) o E ,.ss; ��,. Date:
f 050"GUTTER STIFFNER w 11 m m N .o
2"x2"xl/8"ANGLE FASTEN TO FASCIA w(2) W on c�� > o This item has been digWL"y signed and sealed 2021.08.27
w/(2)#12 SMS #12x2"WOOD SCREW c o a)m E the
Cfaig".E Gunderson an the date adjacent o
EACH LEG FASTEN TO GUTTER w(2) E _� o c C deseal. PYded opies of this do ument ae 15:17:14-04'00'
#12 SMS ` l GUTTER a o m a) o rn o not cm�s .e[signed and sealed and the
EXISTING HOST STRUCTURE — a) o rn� n.�.` d netun, u l be on ele&.ic eo le,
BRACE WHEN BEAM&PURLIN t rn� in o o a) g p
V2 #
(DESIGNED BY OTHERS HIT ON CORNER- w(7 0 6 6« a)
BEAMFASTEN OUTSIDE OF(2)#14 WOOD SCREWS @ 1" BEAM&PURLIN
SPACING @ EACH GUTTER BRACKET w/1/8"x2"x2"ANGLEoo
&(1)@ 18"O.C.MAX. wU / &(4)#12 SMS EACH LEG � O � oMIN,EMBEDMENT SHALL BE 2" k QU m (9)#14x3/4"SMS- JCLOSE BOTTOM OF 0 c - 1/8"PLATE ON 45'ANGLE MBEAM WHEN TRIMMEDx5 OR 1/8WW'ANGLEw/(4)� 7 �f O U
044 RECEIVING CHANNEL, .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER #12 SMS INTO EACH L �l LU
FASTEN w/(2)#12 SMS INTERNALLY w/(2)#12 SMS _ INTERSECTING MEMBER �• a a%c v o 0 Q
EACH SIDE OF BEAM FASTEN INSIDE CORNER f U
ALTERNATELY 2x2xl/8"ANGLE BELOW GIRT,(2)#14 SMS INTO r` ' U
(BEAM TO PURLIN) F I1/BEAM&(2)#12 SMS INTO STRUCTURAL GUTTER w/1/8"x2"x2"ANGLE O
v` � LL
w/(2)#12 SMS o I I I 05
INTO EA.MEMBER a J j M 0)
SIDE VIEW (BEAM&PURLIN) v EYEBOLT FOR W < LL In .L
OPTIONAL GIRT ❑ CABLE TENSION 7
#10 SMS WITHIN 6' DETAIL"M" BEAM 8 PURLIN TO GUTTER PERIMETER — I— a)
&@24"O.C.MAX.----.,. FASTEN GUTTER TERTO CONNECTION SCALE: NTS FRAMING BRAIDEDCABL/9'STAINLESS ETEEL ^,
FASCIA SC EW 18 / 7 O r
WOOD SCREW 18"O.C. L.
W < J
_f(2)#12sMs _ DETAIL 1-2" CABLE CONNECTION Q Q
AT CORNER SCALE: NTS 0 < U
\ F—
WOOD SCREW O ((D O
2x2xl/8"ANGLE @ 1"SPACING O r-
EA.SIDE OF BEAM-/ J CM
w/(2)#12 SMS 1/8"STAINLESS STEEL
EACH LEG EACH SIDE -FASCIA(2"xb"MIN,EXISTING) (2)#14 WOOD SCREWS 40'MIN, K BRAIDED CABLE
STRUCTURAL
(2)#12 SMS INTO FASCIA 60'MAX.
GUTTER 4 r el O
2"x2"xl/8"ANGLE w/(2) GIRT ■ rf.
TOP VIEW #12 SMS EA.LEG ` j '• F z z
DETAIL"H" BEAM TO GUTTER Na U
CONNECTION SCALE: NTS W
3000 PSI CONC. 3"AS.T.M.A-36 STEEL CLIP -y
SMB \ 6x6-10x10-/ WITFOR PAVERS(2)RS(2)1/4'6EANCHORS ONS r O
ti WWM OR FIBERMESH THRU PAVERS INTO FOOTING
� o GIRT � a
1/8"STAINLESS STEEL
o ❑ ❑�{ •� BRAIDED CABLE
c F J l 0 1/8"x2'k4"STRAP 40'MIN.
(2)#12 SMS INTO BEAM STRUCTURAL GUTTER 60'MAX. r
(2)#12 SMS INTO GUTTER SIDE VIEW e
� o f
0
J coI a o F F \-3/16"-5052-H32 GUSSET I s F � U W
a F INTERNAL OR EXTERNAL
2 x 10 SMB ILLUSTRATED -GIRT ( 2 G 3000 PSI CONC. J
I f-( ) UTTER BRACES J C7
F EACH w/(2)#12 SMS 6x6-1Ox10 3/8"DIA x 3"EMBED
FASCIA INTO GUTTER& 2 #14 WWM OR FIBERMESH L
TABLE B-1 WOOD SCREWS INTO FASCIA CONC.SCREW ANCHORLU
(TAPCON OR EQUAL) 1Z
NOTE F COL.TO BEAM BEAM TO BEAM GUTTER _ b W Q
INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM 2"x2"xl/8"ANGLE w/(2) BRACE ) 1/8"STAINLESS STEEL �
BEAM JOINT 3/8"MIN,FROM EDGE.FASTENERS SIZE QTY SMS/ QTY SMS/ #12 SMS EA.LEGS
BRAIDED CABLE U
SIDE OF COL. EA.FACE/SIDE 1 � LL
MAY BE STAGGERED TO INSURE PROPER 60'MIN. i U O m
QUANTITY PER TABLE B-1 2 x 4 (5)#12 (9) #12 60°MAX-
FASTENER PATTERN MAY APPEAR DIFFERENT �(2) SMS KU {M1 -J Q' w Q Q I FROM ILLUSTRATION. 2 X 5 (5) #12 (9) #12 �< J ■ W = U
MAINTAIN 1/2"SEPARATION BETWEEN FASTENERS. 2 X 6 (7) #12 (9) #12 SMB X.
■ Um •_ . . • q ,, ` s s O z OQ
MAINTAIN 3/8"MIN,FASTENER SEPARATION FROM e
BEAM JOINT OR EDGE OF BEAM LAP 2 x 7 (10) #12 (10) #12 ` G+ �e ' U O U W O J
FASTENERS MAY BE EVENLY SPACED AROUND . N Q
EDGE OF GUSSET WITHIN 3/8"OF BEAM JOINT. 2 X 8 (12) #12 (14) #12 �• Z d Q `� 0
FASTENERS MAY BE STAGGERED TO INSURE 1/8"(Tx4"STRAP GIRT 3000 PSI CONC. O
PROPER QUANTITY PER TABLE B-1 2 X 9 (14) #14 (14) #14 (2)#12 SMS INTO BEAM` STRUCTURAL GUTTER5.5 U a
2X 10 (16) #14 (15) #14 (2)#12 SMS INTO GUTTER 6x6RMESH-' 15"x)3/ALUM.STRAP -
WWM OR FIBERMESH w/(2)3/8"DIA.x 3" DESIGN DATE: 08/25/2021
TOP VIEW MASONRY ANCHOR
DETAIL"L" CORNER CONNECTION (TAPCON OR EQUAL) REVISION I: DATE
DETAIL"K" GUSSET CONNECTION SCALE: NTS DETAIL 1-1r'CABLE CONNECTION REVISION 2: DATE SHEET:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: TCP n A
I
c
-0 m
> o �GLN
3 w o ,� 8 s Di itall si ned
3/16"5052-H32 GUSSET E rn m c aa) G .,ti F g Y g
U•- d No.60102
#14 SMS @ 1-1/4"O.C. !� 1'X 7'O.B.FASTENED TO CORNER m . m by Craig E
` -POST W/#12 X 1-1/2"SMS AT 6"FROM o ° m
77 "X2"X 1/8"X4"ANGLE (D V t0 � c-0 ° �_ Gunderson
2"X PURLINS ATTACH TO 2
V~ INTO EACH TOP&BOTTOM RAILS TYPICALLY @ 24"O.C. :'W
PROVIDE#14 X 1"
BEAM WITH MIN(4)#10 X 1 1/2"SMS !~ I m o t tO E
PLACE WASHER UNDER SCREW - MEMBER AS INDICATED BELOW 1/8"X 7'X 7'EXTRUDE ANGLE 5052 a o rn o y MF as+v,.•+jam
IN GUSSET CORNER \4 H32 ALLOY EA CORNER W/(2)#14 X 7' LLI CO c a ,SS/bN AG E Date.
CORNER POST-� -SMS INTO POST&11}3/8"DIA m
E 1 ca (° � " on y 9 2021.08.27
CONCRETE SCREW ANCHOR INTO C This em has been d w e ned end aadad
L G m"L,,, D 7 U
q d � CONCRETE c O•—v-- �,.. U by Gaig E Gundercan m the dale edjeanl to
a o n
m `o o N C, �e seal Printed mqu n�m dewment e e 15:17:23 -04'00'
n 6" «�-U N 0 N� m O not considered elgned and aeekd and
the
N'D 13).0'N'N.�. signa(ee mutt be verified on ekcbonic wPim
C — U an i pe �� GPI (2)#10 X 1-1/2"SMS F-on 7 :+ o o °) °)
d W(7 7 U U rL... N
1-1/4"(TYPICAL) o / m THRU SCREW BOSSES` 2-1/4"MIN CONC
NCHOR EMBEDMENT U
0 Lo
SLAB/fOOTING� T J �
Sig _ 0 NOTES: SEE PLAN
f v [
NOTES: 1.CONNECTION DETAIL z Z Q 0 <
AT EAVE 1.GUSSET DIMENSION ARE MINIMUM(2) RAIL SIMILAR 9 U
REQ'D(1)EA SIDE OF BEAM -MAYBE ' SIDE VIEW _
INTERNAL OR EXTERNAL 00 V
2.AS BEAM SIZE CHANGES,ADD OR w J O OO
SUBTRACT SCREWS TO MAINTAIN 1-1/4"C/C SPACING CORNER K-BRACE DETAIL -j rn 0
3.GUSSET LENGTHS REMAIN CONSTANT W < LL Lo .L
WIDTHS CHANGE TO MATCH BEAM SIZE. SCALE: N.T.S. 7 I
ALTERNATE GUSSET CONNECTION DETAIL rL� w
M GUSSET PLATE_ R v
SCALE: NTS PER E-SERIES SELF MATING _ 2-�. z Q
(4)#14 X 3/4"SMS��BEAM � I -CORNER POST W/1"X 7'@ W
2"X2"X1/8"ANGLE X 4"LONG INTO POST - BACKSIDE Q
PROVIDE#14 X 1"INTO EACH— Q
MEMBER AS INDICATED U
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW r F-
CHAIRRAIL f 3/9'X LENGTH AS REQUIRED
1 FOR 2-1hC EMBED CONCRETE O (0p
(-
PURLIN- J CONCRETE SCREW ANCHOR INTO J r a
l
Ir 00
1"X 2"BASE PLATE LL
- N
CONTRACTOR TO INSTALL ANCHORED SCRREWEW A 1
CONCRETE S
(2)#14 X 7'SMS THRU BRACE ANCC HORR
I
f� INTO BEAM THRU GUSSET (MIN.►-i14"EMBED) -
PLATE 6"MAX EACH SIDE OF POST O
EXTERIOR PLATE- % AND 24"O.C.MAX r� Z
DETAIL#2 FRONT VIEW Q�
0-
CORNER POST TO CONCRETE DETAIL
-EAVE RAIL rCORNER POST SCALE: NTS
CORNER POST 3"x 2"x 0.050"MIN.,6063-T6 ALLOY
/ PER PLAN
1"x 7'O.B.
PLATE DR STRONGER(ONE SIDE) f -
!�
f PATIO SECTION 6"x5"x0.050" Q
6063-T6 ALLOY PLATE 2 x 2 x OA93 >
f E(ACH SIDE 3/SHOWN (ONE SIDE)OR STRONGER ^BRACE(TYP.) ' m
2x2x0.093 l
K-BRACE(TYP.) \
(1!2"MIN.PLATE EDGE _ � 2x2x0.093 � � J W
¢ `�� DISTANCE&C-C J Q
O 3"x 3"x 0.050"MIN.,6063-T6 ALLOY FASTENER SPACING K-BRACE(TYP.) COLUMN
PLATE 2 STRONGER(ONE SIDE)WITH ) z �
(3)-#12 x 3/4"S.M.S.EACH SIDE AS , z W
SHOWN(3/8"MIN.PLATE EDGE DISTANCE 2 x 3 x 0.070 CHAIR RAIL, W F-
&C-C FASTENER SPACING) �� � 0 �`ti Q t� 0 j 1 U -j
Al
G GIRT(CHAIR RAIL) U) U) W W' }-
2x2x0.093 U (1) 1-
K-BRACE(TYP.)�- O O .' Q = U
2x2xO.093 � { W O 0.�
~ �/ `K-BRACE(TYPJ Z Q :E Qy)
-�• U
y r p w Qod
F ' r-
y(ITTOIAL)-#12XNil' Z O
3/B"0 CONCRETE ANCHOR(2 PLATES) &MS.AS SHOWN(!12`MI , a
LATERAL"K"-BRACING FOUNDATION- IN LIEU OF TYP.1/4"0 CONCRETE PLATE:EDGE DISTANCE&
CONNECTION DETAILS SCREWS FOR CORNER COLUMN C-C FASTENER SPACING) DESIGN DATE: 08/25/2021
REVISION 1: DATE
LATERAL"K"-BRACING LATERAL"K"-BRACING REVISION 2: DATE
CONNECTION DETAILS SHEET
CONNECTION DETAILS DRAWN BY: rcP
In
I EU
-(3) 1/4"DIA.MACHINE BOLTS `O "r
w/3/4"DIA.WASHERS THRU m co "'
3. O `' `° Digitally signed
CARRIER BEAM&POST �GPNg" (]
U W O C C a) 4 �'--. ✓ Y
- ''."s`
f OPTIONAL 2"x2"FASTENED TO CARRIER co 0 a ca w R N 60102 = by Craig E
BEAMw/(2)#10xl-1/2"SMS INTO-1 2'W"4.125"ANGLE iz
SCREW BOSSES EACH END EACH SIDE TYP. U 1O c a) Sfq TE OF
��- Gunderson
CARRIER BEAM- c c c - =aT•.. �;� �,_
CARRIER BEAM / r n m o �� E�' .fiS' C NAl �` Date:
-ROOF BEAM(SLOPED OR FLAT) 3)1/4"DIA.MACHINE BOLTS- m a)a m m n ] ^� p
�i (MOTE USE SIMILAR DETAIL FOR (w/3/4"DIA.WASHERS THRU ,� POST L 'mL j o This item has been dgitatly signed and sealed LOG 1.08.27
l NOTCHED UPRIGHT CONNECTION CARRIER BEAM&POST c o 5 w U by Crag E Gunderson on the dale adjacent to
O J m N O c c the seal. PAved Pon or Ns 1mvirnent are
TO CARRIER BEAM E 15:17:3 0 -04'00'
_ O) m a_)O not wnsldpe4 sgM4 rrd anted and the
o ROOF BEAM TO C.B.W/ �, rn O U signature must he verified on electronic copies
l 0 1%8"ANGLE TABLE a1 L rn 'in C o °1
-1"x2"MEMBER �' ~ U = 8 8
FOR SCREENING OPTIONAL O BEAM QUANTITY/SIZE EA.
1"x2"MEMBER c�7.
T- VARIES 3/4"SMS SEE TABLE FOR SIZE LEG TO BEAM
FOR SCREENING O - -(3)1/4"DIA.MACHINE BOLTS U r N
HORIZONTAL BEAM QUANTITY(TYP.EACH SIDE) w/3/4"DIA.WASHERS THRU Q � 00
^o
ON ITS SIDE CARRIER BEAM&POST J 0
POST }ff (IF REQUIRED) 3/4"SMS SEE TABLE FOR 2 x 4 (4)#12 OR(2)#16 TOP VIEW
r QUANTITY(TYP.EACH SIDE) M
#IOxl-1/2"SMS@18" 2x5 (5)#12 OR(3)#16 F- Cv'� �
f O.C.MAX CONNECTING-� �O (5)#12 OR(3)#16 O f,-CARRIER BEAM Z Q O LU
U
TO 1"x2'CARRIER BEAM NOTE:FOR DOUBLE OR TRIBLE CARRIER 2 x 6
BEAM,OUTSIDE WEBS SHALL OVERLAP 2 x 7
#1 Oxl-1/2"SMS Q 18" (6)#14 OR(4)#16 � I- V Q
O.C.MAX CONNECTING- 4x4 POST OR NOTCH POST AS ABOVE O
TO 1"x2" POST FOR 6x6 POST.ALL CASES,CONNECT 2 x 8 (7)#14 OR(4)#16
RECEIVING
2"FOR SINGLE USING MACHINE BOLTS DECRIBED ABOVE. C V
RECEIVING CHANNEL HORIZONTAL BEAM 2 x 9 (8)#14 OR(5)#16 CARRIER BEAM ® J O 0 _
OR ANGLE EACH SIDE 4"FOR DOUBLE �(w%3/4"DIA.WASHERS THRU1/4"DIA.MACHINE J
HORIZONTAL 2 x 10 (9)#14 OR(6)#16 Ulf LL to ._
BEAM OR 4"x4" F. CARRIER BEAM&POST L
E #lOIDE SMS 6"FOR TRIPLE ROOF BEAM TO CARRIER BEAM ° Z
EACH SIDE HORIZONTAL I Ill
1
L.(12)#lOx0.75"SMS
BEAM OR6X6 CONNECTION DETAIL SCALE: NTS — ~
0
2 ROWS OF(6)FOR Z C O
RECEIVING CHANNEL (3w/3/4DDIA WASHERS�RTUI POST C
r
OR(6)EACH ANGLE CARRIER BEAM&POST 1 1 ' Q J
LJJ FRONT VIEW C_ 0
� � G
CARRIER BEAM TO POST DETAIL < =U
SCALE: NTS CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS o
O r`
LJL N
(4)3/8"x4"TAPCON MAY USE(4) #14x1"TEK
N
THRU BOTTOM LEG IN LIEU OF THRUBOLTS
OF ANGLE INTO CONC- ' fff_
'�N (3)1/4"DIA.MACHINE 14)3/8"x4"TAPCON THRU � F
BOLTS w/WASHERS BOTTOM LEG OF ANGLE
INTO CONC. 1"
1/8"x2'k2"x LENGTH CUT TO FIT ANGLE 'u"� �'-
(3) 114"BOLTS
DIA.MACHINE ps
EACH SIDE OF BEAM FASTENED �-
BOLTS w/WASHERS 1/8"x2"x2"x LENGTH CUT TO FIT ANGLE W/(4) ON INTO
SMS TO BEAM
`F -'- r EACH SIDE OF BEAM FASTENED (2)1/4"TAPCON INTO HOUSE WALL V
' W/(4)#12x5/8"SMS TO BEAM 2-1/4"EMBEDMENT MIN.ALTERNATELY - w
2' FROM EDGE (4)#12x5/8"SMS @ 3/4"SPACING TO GUTTER.- RECEIVER CHANNEL MAYBE USED IN
O F SLAB/FTG. OF SLAB/FROM EDGE OF SLAB/FTG. — -[ WHERE GIRT PRESENT USE 1/8"x7'x2"ANGLE � LIEU OF 1/8"ANGLE EA.SIDE � O
OF SL FROM AB/FTG. OVER GIRT AND CUT TO FIT BEOW GIRT.
O . 1 FASTEN EACH LEG W/(2)#12x5/8"SMS 0-
SEE DETAIL"H"
TOP VIEW n7'PERIMETER' FOR GUTTER
(3)1/4"DIA.MACHINE TOP VIEW STIFFNER SPECS.
BOLTSw/WASHERs-N MAY USE (4) #14xl"TEK
�4"xfPOST IN LIEU OFTHRUBOLTS EXISTING HOST STRUCTURE
(4)3/8"x4"TAPCON / (SEE PAGE-2 -COLUMN PER PLAN
(DESIGNED BY OTHERS)
THRU BOTTOM LEG } FOR SIZE) (3)1/4"DIA.MACHINE
0
OF ANGLE INTO CONC.-I BOLTS w/WASHERS !
PLACEMENT 1/8"x2"x2"x3-3/4" c, >
2"x4"x0.125 ANGLE (LENGTH)ANGLE s _ J
(4)3/8"x4"TAPCON (INTERNAL) m
z
THRU BOTTOM LEG- J LIJ
OF ANGLE INTO CONC. ..� -I
N
r 4 BEAM PER PLAN c n U (/) 0
N U
• �' ', �,� • Z LU
LU Q
0LU
3000 PSI CONC, - L ~`�. - C) J
SLAB/FTG.- CLOSE TOP OF U O O LL
6x6-1Ox10 WWM •• BEAM WHEN TRIMMED m
FI R SIDE VIEW IV W U)
OR BE MESH � � .044 RECEIVING CHANNEL, Uj 0�
FRONT VIEW 3000 PSI CONC.� FASTEN w/#12 SMS � w
SLAB/FTG. FRONT VIEW EACH SIDE OF BEAM L11 w Q = U
6x6-10x10 WWM LU p 06
OR FIBERMESH O z Oa �
4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT BEAM TO GUTTER/HOST CONNECTION O F— W C� -�
SCALE: NTS DETAIL SCALE: NTS DETAIL SCALE: NTS d w Q
z O
O
NOTES: U
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. DESIGN DATE: 08/25/2021
2.WHERE 44 POST HAVE 1/2"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL),PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDE MINIMUM REVISION 1: DATE
3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.
REVISION 2: DATE SHEET:
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 DRAWN BY: TCP /'�
2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. 1 '