00-1316-012 I
- I
I
DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR
OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE
SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS
AND SPECIFICATIONS REMAIN THE PROPERTY OF
MORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
i
EXISTING WOOD
000 000, DECK
I
I
2 USP PAHD42
REMOVE EXIST. DRIP & CUT FOUNDATION STRAP
1 12 EXISTING DECKING FLUSH W/ ON EACH 2X6 STUD
4 EXIST 4X12 TO BE DOUBLED
2 2X8 BEAMS
O MA CH XIS W/ A N0. 2 SOUTHERN PINE ST816 ANCHOR X51• ,.°.pe• /i `�I I�r
3 OR BETTER BOLT @48"O.C. ;';�� • `�, cal , •°.1�y '�i
I 2X8 WOOD JOIST
N (2) 2X8 16" O.C. SPACING ® % r
` �3 ��
OUTRIGGERS 2X8 HORIZ. BRACE 1 Q
\
AT MID'—SPAN W/ `fr �; vG �L/ :.:•
G RIDGE
EXISTING 6.
(2) 16d NAILS E/E ���c� •
2X8 HORIZONITAL NEW 3/4- CDX DECKING W b °dl � " " ��1{•
BRACE / / � . • Is��a . 4� '�
10d NAILS ® 6" O.C. SPACING
4 (NOT SHOWN) t �• A
�t.P 4 Choon Hong Tan'����
- - - - - \ •.. 4•4 .•
i \ Professional Engineer
51.2 d State of Florida
16 —0 TOP
(3) 2X6 WOOD HEADER
A OF MEMBER No. 49812
a
(2) 2X6 WOOD TOP PLATE---/ ABOVE DOOR
OF BEARING WOOD PARTITION
6
PROPOSED STEALTH ANTENNA
2 PERMIT BY OTHERS 5
S1.2
4
Partial Roof Framing Plan NORTH 2 DETAIL 3 06/22/01 ISSUED FOR CONSTRUCTION
SCALE: 1/4" = 1 '-0" S1.2 SCALE: 3/4" = 1 '-0" 2 05/21/01 REVISED CONNECTION SCHEDULE
1 03/30/01 REVISED
A 06/12/00 ISSUED FOR REVIEW
No. Date Action
END OF ROOF O kc n g u C2 r
6 2X6 BASE
WIRELESS
(2) 2X6 DOOR FRAME rJ
CONNECTION SCHEDULE M 0 R RI S 0 N
HERSHFIELD
(3) 2X6 HEADER 3730 Chamblee Tucker Rd. Atlanta GA 30341
UPLIFT REACTION WIND CONNECTOR RATED RATED LATERAL Tel: (770) 939 2370 Fax: (770) 934 9476
MARK
6 REACTION DESCRIPTION UPLIFT LOAD LOAD
USP SUH28 FACE
2X8 (TYP.) 1 389 311 MOUNT HANGER 735 1240 N/A
O.C.
W/1 6d NAILS
®16
4 FL97-1215.07
(2) 2X8 EXIST. 4X12
2X8 HORIZ. USP JL 28-2
(2) 2X6 BLOCKING FACE MOUNT
4X12 2 674 351 HANGER W/ 16d 715 1850 N/A
NAILS
END OF ROOF
FL97.1215.07
EL. + 7'-0"
8 2X6 WOOD STUDS USP JL 28-2
___ FACE MOUNT Project:
0 16" O.0 MAX. 3 115 HANGER W/ 16d 715 1850 N/A
FHGO CELL SITE
2x6 BRACE FL NAILS
7 .1215.07 HOPE LUTHERAN CHURCH
2X8 WOOD FASCIA CAD MID D SPAN
FLUSH W/ EXIST. USP RT16-2 5330 BIRD ROAD
Go
HURRICANE MIAMI, FLORIDA
CID 0o
2X6 BASE 4 615 --- 384 ANCHOR W/ Sd 950 N/A 480
® MIDOSPAN RACE 7 NAILS Drawing Titter
PROPOSED FOUNDATION
2X6 WOOD STUDS USP SPT24 ROOF PLAN,
® 16" O.0 MAX. 5 389 242 82 (2)-SIMPSON A35 895 N/A 560 SECTION &FRAMING ANCHORS
FIN FLOOR L %W/ 8d NAILS
.. •
.. ..
_ _ :• ..:...'. •:Y:• • . . NNE TI N SCHEDUL
1L�1L� -lJ.�ll�ll� - -���11�11� - -���ll� ��� .• ..• ,��� •••.ti� . •
-11 III I I I1 1-1 I I IC I 1=1I1=1I =1I I 11 I-I I1=1I ��I�I ��I I IC I 1=1I 1=1 I I I I I�I 11=1I 1=1 I I I I I�I 11=1I 1=1I I I I I�I 11=1I 1=1I I I I I�I 11=t 11=1I I I I I�I I t. ~';' • °: .: USP SPT6 STUD
~T 1t ll� "'1L<=1L W, lll-,,ll �III-III--11�I 1 1�1��11 _1L Ill�II11I1 I 111=I 1=II I IIIIII1 �����111-III=`II I I ��111-III=-II I I ��III-1111- I 1 �11��111=-II I I :'••: ;'�:� 6 389 --- PLAT NAILS W/ 735 N/A N/A
�IIITT 11 AINIIT 1� 11 „III-� IT IIFII�IIITR II II�IIITT 11 11�11� - III ' Scatel Project No.
_ _fin .— — �X111,
LI �� — — —����� _ � As Shown 6003708
2X6 BASE 'i�lll IIIIII , n' -111111111=111-IIIIII III-'
Dili—�� 5'_11" "I=Ill,=„1L11LL �11, ll1—�'~ EXIST. FOUNDATION USP PAHD42 Designers Dates
7 825 --- W/1 6d NAILS ON 2220 N/A N/A DP 06/22/01
AND Drawn Bys Checked Bys
STB16 ANCHOR 5215 N/A N/A JC DT
BOLT ®48 O.C.
Drawing Files Client Approval
8 --- 242 SIMPSON L50 --- 450 N/A
SKEWABLE ANGLE Issue No, Drawing No,
1 ELEVATION 2 ELEVATION
S1 .2 SCALE: 3/8” = 1'-0" S1 .2 SCALE: 3 8" = 1'-0" 3
/ / S1 , 2 '
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