11-109-009:........................................................................................................................................................................................................-...........................................,...................................-..........................................,..........................................................................................................................................,..................,............................................... re
ENV
/ELOPE ...IND LOAD CALCULATIONS (ROOF STRUCTURE) -
3xG WD. PIGGY -BACK COUNER FRAMING SEE
STRUCTURAL CONNECTION SCHEDULE 5C-2.05A 4 THE WIND LOAD CALCULATIONS BELOW ARE BASED ON THE AMERICAN SOCIETYOF CIVIL ENGINEERS M=NIMUM DESIGN LOADS- FOR _
SC 2 05B BUILDING AND OTHER STRUCTURES (ASCE 7-05) AND ANALYZED BY THE USE OF COMPUTER SOFTWARE PROGRAM DESIGNED BY
2x4 WD. TOP 4 BOTTOM CHARD TRLISS PIGGY-BAGK @ ASC 7-05 by Meca EnteMrises. version 2.0.2.7
24' Q.G. NEW TRU55E5 TO LINE UP SUCH THAT THE - -
STEEL CONNECTION CAN BE LAG BOLTED TO EXIST. 4X5 BASE WIND DESIGN PERIMETERS _
2xG WD. PIGGY-BAGK OUTRiGGER5 @ 24" O.G. SEE WD. COVERED PATIO ROOF J015T . SEE STRUCTURAL 2x4 WD. CONT. BLOCKING AT TOP 4 BOTTOM - - -
STRUCTURAL CONNECTION 5CHEOULE 5C-1.03A 4 CONNECTION SCHEDULE 5C-4.05 . 3 CHORDS. SPACING TO BE A MAX OF 5'-O' O.C. W/ BASIC WIND VELOCITY 3-SECOND GUST............................................................................................... ......... .. 146 MPH
5C- i 03B 3/4" COX PLYWOOD W/ ► Od GALV, NAILS 2-12d GALV. RING SHANK NAILS INTO EACH EXPOSURE CATEGORY ............................
2x4 WD. CANT. BLOCKING AT TOP 4 BOTTOM CHORDS , S-5
(RING 5HANKED) @ G' O.C. EXCEPT 3G° EXPOSURE C
SPACING TO T. 13 MAX NG AT T O.C. W/ 2- i 2d GALV. . ETHER SIDE OF RIDGE AND AT OVERHANG TRU55. INSTALL 2x4 WD. 'r BRACING TO BUILDING CATEGORY................................................................................................................................................ TYPE 2
HANK NAILS INTO EACH TRUSS. INSTALL 2x4 WD. 7C" TO BE 4' O.G. ON 2x4 WD. TRUSSES BLOCKING. USE LISP MP34 GLAV. MTL FRAMING BUILDING LOCATION................................................,,............................................................., .....,....................FLAT GROUND
(TYPICAL FOR ALL NEW SLOPED ROOFS) ANGLE W/ 4-5d GALV. NAILS AT EACH MEMBER
BRACING TO BLOCKING. USE LISP MP34 GLAV. MR (TYPICAL FOR ALL "X' BRACING
FRAMING ANGLE W! 4-8d GALV. NAILS AT EACH MEMBER (�P ) ROOF SLOPE (PITCH ....................................................... ......•........,.............•..............,,........................................ 4/12
EAN 02
i MAIN ROOF M R OF HIGHT... .............................. .............................................................. I .......... ....... ...... ,...,. 1 83 FEET A.F.G.
(TYPICAL FOR ALL 'r BRACING)
TOP OF TIE BEAM...................................................................................................................................................... 10.33' A.F.G.
to FACTOR ...............•.,...
NEW ADDITION STRUCTURE AVERAGE WIDTH.......................................................................................................... 12.23 FEET
10
NEW ADDITION COURNER DiSTANCE(ZONE 3 & ZONE 5)....................... .... 3.0 FEET
NOTES
1. CONTRACTOR TO INSTALL USP MODEL JUS26 (N0A:07-0214.20) GALV. JUST HANGER AT R1 GIRDER TRUSS & HIP
JACK TRUSS W/ 4-10d INTO OUTRIGGER (1,040LB UPLIFT) & 4 10d INTO G. TRUSS (TYPICAL UNLESS OTHERWISE
NOTED. INSTALL USP MODEL AB5 GALV. CLIP AT 3X6 OUTRIGGER W/3-10d 1 �" INTO OUTRIGGER & 3-10d 1 Y2" INTO
;® ;,. G. TRUSS (511 LB, UPLIFT) NOA. 08-0325.02 (OR EQUAL)
2xG WD. FRAME 5TUD WALL @ 24" O.C. 2xG WD. FRAME STUD WALL @ 24' Q.G.
FOR ZONE4, 4ZONE5. SEE ®® ---- -- _ _ ®® - 2. SEE ATTACH CALCULATIONS FOR ENCLOSE AND PARTIALLY ENCLOSE WIND PRESSURES
STRUCTURAL CONNECTION SCHEDULE
5C-5.0 I A 4 5C-5.01 B. STUDS TO LiNE
UP WITH 2xG OUTRRIGER IN ORDER TO
PROVIDE UPLIFT CONNECTION. SEE
DETAIL FOR CLADiNG SPECIFICATIONS.
2x& WD. PIGGY -BACK RIDGE BEAM @
24"O.C.. SEE STRUCTURAL CONNECTION ---
SCHEDULE 5C-4.09.
2xG WD. RAFTER5 PIGGY -BACK @ 24"O.C.
SEE STRUCTURAL CONNECTION
SCHEDULE 5C-4.03A 4 5C-4.035 .
3xG WD. PIGGYBACK QUTRiGGER5 @ 24'
Q.C. SEE STRUCTURAL CONNECTION
SCHEDULE 5C-1.05A 4 5C- 1.055
2x4 WD. TOP 4 BOTTOM CHORD TRU55
PIGGYBACK @ 24' O.C. E)(15T. SLOPED
ROOF. SEE STRUCTURAL CONNECTION
SCHEDULE 5C-4.02
2X4 WD. TOP CHORD PIGGYBACK TRU55
ON EXIST. FLAT ROOF. SEE CONNECTION
SCHEDULE 5G-4.05A4 5G-4.050.
2- PLY 2x8 WD. TOP 4 BOTTOM CHORD
PIGGY_ BACK GiRDER TRU55. SEE
STRUCTURAL CONNECTION SCHEDULE
5C-3.02.
2X4 WD. TOP CHORD PIGGYBACK TRU55
ON EXIST. FLAT ROOF. SEE CONNECTION
SCHEDULE 5G-4,07A4 5C-4.0713.
2x4 WD. PIGGYBACK TRU55 OUTRJGGER5
@ 24" O.C. ON EXi5TiNG FLAT ROOF
STRUCTURE. SEE STRUCTURAL
CONNECTION SCHEDULE 5C-1.03A 4
5C-1.0313
iz
2XG WD. TOP CHORD PIGGYBACK HIP
JACK TRU55 ON EXIST. FLAT ROOF. SEE
CONNECTION SCHEDULE 5C-2.03A4
5C-2.035.
2x4 WD. TOP 4 BOTTOM CHORD
PIGGY BACK TRU55 @ 24" Q.C.. SEE
STRUCTURAL CONNECTION SCHEDULE
5C-4.OG .
2x4 WD. PIGGYBACK TRU55 QUTRiGGER5
@ 24' O.C. ON EXISTING FLAT ROOF
STRUCTURE. SEE STRUCTURAL
CONNECTION SCHEDULE 5C- t .02A 4
5C-1.02B
314" COX PLYWOOD W/ I Od GALV. NAILS
(RING 5HANKED) @ G" Q.G. EXCEPT 3G'
EITHER SiDE OF RIDGE AND AT OVERHANG "
TO BE 4' Q.C. ON 2x4 WD. TRUSSES
(TYPICAL FOR ALL NEW SLOPED ROOF-5)
2- PLY 2x8 WD. TOP 4 BOTTOM CHORD PIGGYBACK
GiRDER TRUSS. SEE STRUCTURAL CONNECTION
5CHEDULE 5C-3.01.
2XG WD. TOP CHORD PIGGYBACK HiP JACK TRUSS ON
EXIST. FLAT ROOF. SEE CONNECTION SCHEDULE
5C-2.02Af- 5C-2.02D.
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2XG WD. TOP CHORD PIGGYBACK HiP JACK TRU55 ON
tST. FLAT ROOF. SEE CONNECTION SCHEDULE
5C-2.02A* 5C-2.025.
2x4 WD. PIGGY -BACK TRU55 OUTRIGGER5 @ 24- O.G. ON
EXISTING FLAT ROOF STRUCTURE. SEE STRUCTURAL
CONNECTION SCHEDULE 5C-1.01 A 4 5C-1.01 B
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2XG WD. TOP CHORD HIP JACK. SEE CONNECTION
SCHEDULE 5C-2.04A* SC-2.045.
En
Q
N
r :• :•
5TUD5 TO LINE UP WITH 2xG OUTRRIGER,
IN ORDER TO PROVIDE UPLIFT
CONNECTION. DETAIL FOR CLADING
SPECIFICATIONS.
41UTLINE OF r OF ROOF PITCH CHANGE
r
CONNECTION SCHEDULE
•
- WD. CONT.13LOCKING AT TOP
BOTTOM CHORDS. SPACING TO BE A MAX
OF • O.C.
SHANK NAILS
EACH TRUSS. INSTALL
r • TO BLOCKING.
U5P MP34 GLAV. MTL FRAMING ANGLE W1
4-5d GALV. NAIL5 AT EACH MEMBER
O. BR
r BOTTOM
CHOREI PIGGY-DACK TRUSS. SEE
STRUCTURAL CONNECTION SCHEDULE
i TOP CHORD TO EXTEND OVER
r FRAME GA15LE END WALL FOP,
Ii
2-IN LINE, 2- PLY 2x8 WD. TOP 4 BOTTOM
CHORD PIGGYBACK GIRDER TRUSS. SEE
STRUCTURAL CONNECTION SCHEDULE
5C-3.05. TOP CHORD TO EXTEND OVER
WD. FRAME GABLE END WALL FOR
OVERHANG.
UTUNE OF EDGE OF ROOF PITCH CHANGE
2x5 WD. RAFTER5 PIGGYBACK @ 24"O.C.
SEE 5TRUCFURAL CONNECTION
SCHEDULE 5C-4.01 i A* 5C-4.01 i B.
EX15T. 2 iN 12 SLOPED ROOF WITH NEW
ETAL STANDING SEAM ROOM
•
2xG WD. RAFTER5 PIGGYBACK @ 24"O.C.
SEE STRUCTURAL CONNECTION
SCHEDULE 5C-4.04A 4 5C-4.048 .
AT INTERSECTION OF NEW TiE BEAM WiTH
EXISTING INSTALL 4# 5 STEEL DOWELS TO
BE EMBEDDED iN EX15T. TiE BEAM G' MiN.
l EPDXY CEMENT MANF. E BOND EPDXIES,
INC. (LO-MODGEL 5UPER5TiCK #5GO) OR
EQUAL. REiNF. BAR5 TO LAP A MiN. OF 45
BAR DIAMETERS (TYPICAL FOR EACH TiE
BEAM)
2x5 WD. PIGGYBACK RIDGE BEAM . SEE
STRUCTURAL CONNECTION SCHEDULE
5C-4.09.
4x 10 WD. BEAM SEE STRUCTURAL CONNECTION SCHEDULE
5C-G.02 .
TOP * BOTTOM CHORD TRUSS @ 24- Q.G.. SEE
STRUCTURAL CONNECTION SCHEDULE 5C-4.0i .
CITY OF SOUTHMIAMI
BUILDING EPT.
STRUCTURAL SECTION
';-;PROVED Y.
"Ally:
STUCTURAL CONNECEONSCHEDULE
ROOF FRAMING
COMPO
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22 /
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05-0701.04
« 1PIGGYBACK
r
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#WL=
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@ STEEL COLUMN
+836.36LR
(SEE
BEAM SCHEDULE
TOP OF EXISTING LIVING ROOM FINISH FLOOR TO BE BUILDING BENCH MARK (B.B.M.) +0'-0"
MARK SIZE TOP I TERMEDiA BOTTOM STIRRUPS ELEVATION REMARKS
STEEL STEEL STEEL
TB-1 8"x 16" 2 # 5 N.A. 2 # 6 ist 313 9 3Y0.r- 5-2r SEE NOTE f, 2 AND 14_
REST 0 8' O.0 A.F.F.
ROOF FRAMING PLAN N OTES
, ®oawa „ �, , 1. POVIDE DOWELS FROM ALL COLUMNS AND FILLED CELLS WITH A MIN. 9" BENT BAR INTO BEAM UNLESS OTHERWSE NO'
SCALE : 1/4„ = I -0A NORTH
2. BEND AND LAP ALL HORIZONTAL REBAR AT CORNERS OR PROVIDE BENT CORNER BARS W/ A MIN. SPLICE OF 48
BAR DIAMETERS OR 30" MIN. UNLESS OTHERWISE NOTED.
.......................................................................................................................
I
r WD. 13EAM SEE STRUCTURAL CONNECTIONSCHEDULE
. •
r r if
'CONNECTION SCHEDULEi,.
r CONT.BLOCKING •` . BOTTOM •'
SPACING TO • •
SHANK NAILS i EACH TRUSS. INSTALL 2x4 WD.
FRACING •BLOCKING.
FRAMING ANGLE W1 ., GALV. NAILS AT EACH MEMBER
• ALL 0Xw BRACING)
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