6th Street 316 ..... . i _
2x12 RIDGE BEAM 2x12 RIDGE BEAM GENERAL NOTES & DESIGN CRITERIA
25'-0" w/ (2) "MTS12" EA. END w/ (2) "MTS12" EA. END CODI=S:
o SIMPSON "HD5A" SIMPSON "LSSU28" SIMPSON "LSSU28" FLORIDA BUILDING CODE (2001 EDITION), ATTIC, NDS, AWPA & APA,
6 4 3 4 4 4 TYP. ONE EA. CORNER SLOPEABLE HANGER SLOPEABLE HANGER FIRE RESISTANCE MANUAL (LATEST EDITIONS).
> S�2 OPP, S-2 S-2 -2 5-2 0 EA. RAFTER 0 EA, RAFTER LOADS:
w r HAND TYP. (2) P.T. 2x12 GRAVITY;
�� 20 PSF
ROOF- LIVE LOAD:
1 ' ATTIC LIVE LOAD: 30 PSF
J 1 # _ — 1
FLOORS: 40 PSF
V) 1 f CA c•� 1 1 5 ROOF SHEATHING ROOF SHEATHING WIND LOAD:
ac I I BASIC WIND SPEED (V 120 MPH
w (2) P.T. 2x12�- I I I I I I I I L a_II I I 1 �A 1 1 1 1 1 1 1 1 I� S-Z IMPORTANCE FAC70R �) 1.0
� 3 i I I 1 I I 1 I I I I N II I I I N U I I I ( I I I I li � i - 12 12 EXPOSURE FACTOR C
BUILDING CATEGORY II V
SEEF SEE INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSED BLDG.)
��l
S-1 1 T. 2x 2 OI TS 0 12 0. AX 1 1 ARCH. ARCH. PRESSURES ON COMPONENTS & CLADDING SEE SHEET S-2 J
z I I SOILS INFORMATION: J
( I I II i ( I II I I I I ( 1 1 I II I I NET SOIL. BEARING CAPACITY 2500 PSF (ASSUMED)
1 I I I I I I I I I I II i I I u I I I 1 1 i i I 1 1 --� to N
a L---------------- --.�---�w-. r �„-„ ,,�,-�„-�,,,�„�-�j 2x6 COLLAR TIES C� EACH 2x6 COLLAR TIES ® EACH THE GENERAL CONTRACTOR IS RESPONSIBLE TO EMPLOY AN INDEPENDENT No
z j 1 ROOF RAFTER w/ 1/2"0 LAG ROOF RAFTER w/ 1/2"0 LAG QUALIFIED TESTING LABORATORY TO INSPECT EARTHWORK OPERATION N
{ E 2x8 RAFTER BOLT 0 EACH END. TYP. _ 2x8 RAFTER BOLT 0 EACH END. TYP. AND TEST COMPACTED SOILS AND FOOTING EXCAVATIONS TO INSURE AND Z 5”,
L - - J °O �" �!� CERTIFY THAT THE SOILS SUPPORTING FOOTINGS AND SLABS C)dry
— — — SIMPSON "H2.5A" I SIMPSON "H2.5A" I ARE ADEQUATE TO PROPERLY SUPPORT DESIGN LOADS. 0-1
w ;11__�
0 EA. RAFTER TYP. `� ® EA. RAFTER TYP. CONCRETE: ~ lc4C4
a -�-
2 2 2 2 " 1 ALL CONCRETE SHALL BE NORMAL WEIGHT w/ A 28 DAY Woo
S-1 INDICATES GROUT FILLED S-1 -1 5- S-1 /2 0 LAG BOLT / 0 "LAG BOLT 6 w
CELL w 1- 5 VERT. OPP• (� 32" o.c. ® 32 o.c. COMPRESSIVE STRENGTH FOR THE FOLLOWING: 0�. J
_ / # HAND FLOOR SHEATHING FLOOR SHEATHING .FOOTINGS 3000 PSI � naoLL
.FOOTING. REINFORCING: ASTM A615, GRADE 60 W
LAPS (FTG'S) 40 BAR DIA.
SIMPSON "C516" SIMPSON "CS1 fi" UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER a
FOR REINFORCING SHALL BE THE FOLLOWING: Z �, a
FOUNDATION & FIRST FLOOR FRAMING PLAN CO�,Lp CRAP ® COLLO CRAP ®
CAST AGAINST EARTH 3"
m co
SCALE 1/4" = 1'-0" o o ALL REINFORCING SHALL BE HELD SECURELY IN POSITION W xN4�
= I 2X10 CEILING JOIST I 2X10 CEILING JOIST WITH STANDARD ACCESSORIES IN COMFORMANCE WITH ACI 315 � nN
NOTES: '" 2x BLOCKING BETWEEN '� 2x BLOCKING BETWEEN DURING PLACEMENT OF CONCRETE. x2c,
MASONRY: °-z$:
JOISTS. TYP. JOISTS. TYP. „s
cn 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. CONCRETE BLOCK ASTM C90, f'm=1500 PSI ~ �_ j
2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. MORTAR ASTM C270, TYPE "S"
SIMPSON SP2 SIMPSON 'SP2' GROUT. ASTM C476
3. TOP OF FOOTING = (-)1'-4" BELOW GRADE. ® 32" o.c. @ 32" o.c.
ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE--MIXED TYPE CONSISTING
4. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR MAX DRY. OF NON-METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH
o
� 5. FOOTINGS ARE CENTERED UNDER STEMWALLS U.O.N. DBL. 2x CONT. DBL. 2x CONT.
TOP PLATE TOP PLATE OF 3000 PSI AT 28 DAYS.
6. CONTRACTOR IS RESPONSIBLE TO TAKE NECESSARY PRECAUTIONS MASONRY REINFORCING
Li TO AVOID DAMAGE TO THE EXISTING POOL DURING CONSTRUCTION. LAPS (TYPICAL U.O.N.). 48 BAR DIAMETERS
z HORIZ.. REINFORCING ASTM A-82
V) 9 Ga. MINIMUM, LADDER TYPE
X TEMPORARY SHORING FOR ALL EXTERIOR MASONRY WALLS SHALL REMAIN IN PLACE
25'-0" & CONNECTED ELIMINATING CANTILEVER ACTION OF THE WALLS UNTIL
op
FINAL CONNECTIONS ARE COMPLETED.
cr
U' S?1 S1 1 S 1 WOOD:
r
� TYP WALL SHEATHING WALL SHEATHING LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23
� — — ��.� � , - -;1 OF THE FLORIDA BUILDING CODE.
o �I: : 1 B :I }I I . ..1 STUDS: SPRUCE, PINE FUR, MC19, No. 2 U.O.N.
ALL OTHERS: SOUTHER YELLOW PINE, MC19, No. 2
I ! ) �I ENGINEERED WOOD PRODUCTS:
6 I I ::�
I ! S-2 }:1 I
1: ;I vFi 11 #) { 2x4 STUDS ® 16" o.c. 2x4 STUDS 0 16" o.c. I-JOIST GP SERIES 40
i- I _.._..- I�} 8 I 1 I Iii :I
1�. . . LVL GP-LAM 2.0E
5-2 I 1 I L{} .1
r ! „ ,_ I (-.I'}) I: { -) _ PROVIDE MOISTURE PROTECTION FOR EXTERIOR USE.
�• FLOOR SHEATHING:
L ) — I -1 }1 SIMP ON PHD2-SDS3
— SS
a t. ! ® I IM C } -{ •- w 5 '� THREADED ROD USE 3/4" THICK APA APPROVED T&G GLUED STURD-I FLOOR Q
� I:, [�
w 1_. ..I I I / $' FOR ALL FLOOR SHEATHING.
.F -- ---- I L{. :1 � SIMPSON "SP1,.
cn r. :! I I L--- - -- D 1 I I I 1 I:{} :I 0 32 o.c.
.�� .._..
I. .I .. . . t.. I" . •: ALL EXTERIOR WALLS ARE SHEARWALLS.
I I I I I I I {{ 1 C�
°- t C 2x ONT, SOLE PLATE _ 2x ONT. SOLE PLATE
IA 7 „ { w LAG BOLT o FLOOR SHEATHING w FLOOR SHEATHING EXTERIOR ROOF, WALL & SHEAR WALL SHEATHING: m..
w r. 11 / GP 0 SE41ES TJ JOISITS 0 4 o.c MAX. � .) / /��� I / /�'� LAG BOLT 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING & _Q
{ 0 32 o.c. - TJI FLOOR JOIST CSD 32 o.c. TJI FLOOR JOIST Q
mc
E 1 D I`I .1 WALL PANELS. V
a I. --.- r :! EXTERIOR SHEATHING FASTENING: �.._. O
0 GP FIBERSTRONG GP FIBERSTRONG W J
T FOR FLOOR & ROOF: W
1'x/4"x117/8" SINGLE PLY LVL RIM BOARD RIM BOARD FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS U ED �'
1 2 SIMPSON "CS16" OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. Z 0 = l
o 2 S-1 S--1 TYP. S-1 OPP, COIL STRAP ® REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND W U
32" O.C. ALONG DOUBLE TOP PLATE. c[
a
NORTH D PLAN �j DBL. 2x BLOCKING BETWEEN • DBL. 2x BLOCKING BETWEEN FOR WALLS & INTERIOR SHEARWALLS: m
Q FLOOR JOISTS. TYP. ;R FLOOR JOISTS. TYP. FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 4" CENTERS U
SECOND FLOOR FRAMING PLAN •= OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. W
REDUCE NAIL SPACING TO 4' ON CENTERS AROUND OPENINGS AND M
O SCALE 1/4" = 1'--0" ALONG DOUBLE TOP PLATE. W z
w SIMPSON "SP2"
NOTES: 0 32" o.c. SIMPSON "PHD2-SDS3" FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S INSTRUCTIONS. se
�- MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATIONS Q
z 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. DBL. 2x CONT. DBL. 2x CONT.
FOR FRAMING APPLICATIONS.
2- VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. TOP PLATE TOP PLATE EXTERIOR WALL COVERINGS: PER TABLE 2308.0.1 FBC.
3. TOP OF FLOOR JOIST EL. = 9'-21/g FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" OR ENGINEER APPROVED EQUAL. in
SHEARWALL w/ SHEATHING TRUSS JOISTS:
PROVIDE SHOP DRAWINGS FOR ENGINEER'S APPROVAL WITH DESIGN VERIFICATION
ON BOTH SIDES. OF THE TJI AND TJ JOISTS BY COMPLETE CALCULATIONS SIGNED AND SEALED
BY A REGISTERED ENGINEER HOLDING A CURRENT REGISTRATION IN THE STATE OF FLORIDA.
z SIMPSON "IUT312"
o JOIST HANGER 2x4 STUDS 0 16" o.c. 2x4 STUDS 0 16" o.c. STRUCTURAL STEEL:
z ANCHOR BOLTS ASTM A307
w THREADED RODS ASTM A307
Z 511 WASHERS ASTM F436
V) NUTS ASTM A563, Grade "A" HEX.
NAILS: USE DEFORMED (SPIRAL) SHANKS OR ANNULAR (RING) SHANK NAILS
I. I IN HIGH MOISTURE ENVIRONMENTS.
a
2x8 fAFTER f0 2 f o.c. IMAX. I i I :1 ;`' C,►�4 °'�1��. ' � r+', .y{
O 1 1 A0 CE VING J ISTS S 24" kc. Wk 1 ( SIMPSON "SP1"
!. . 2B :.I ® 32" o.c.
SIMPSON "HTT16" �gc
o
FLOOR SHEATHING
1 _ FLOOR SHEATHING IMPSON HTT16 w/ 4R Vr °I
� S-2 2x 2 RID E B -. �.I � ,
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I.' : ; .I I 2x12 FLOOR JOIST 2x12 FLOOR; JOIST
w 2 26 !►A �.:;. .
U �::: : :i lf .NpX73
i 1 1 I I I I I I I71 tow-'
2D
2D
o I I 1 I I I i I l 2x RIM JOIST 2x RIM JOIST O
Z C. : :I SIMPSON "CS16" X. PROJECT NO.
w COIL STRAP ® 4SO71
32" o.c. 1'-0" SIMPSON "H3" @ EA. ENDlu
SIMPSON "HaSA". SEE PLAN ISSUE DATE
Z 2x BLOCKING BETWEEN GRADE 2x BLOCKING BETWEEN GRADE
OF EA. JOIST TYP. _ t��s/o4
1 FLOOR JOISTS. TYP. FLOOR JOISTS. TYP.
REVISIONS
PLAN 5-1 �.T. 2x8 PLATE w/ III- �.T. 2x8 PLATE w/ I I.
NORTH / "Ox10" ANCHOR BOLT -I I i- / 'OX10" ANCHOR BOLTI-
"' 0 3" HOOK & 2"0 w) 3" HOOK & 2-0
z CEILING J 01ST & ROOF FRAMING PLAN OR SQ. WASHER & NUT � #5 DOWEL - SEE PLAN OR SQ. WASHER & NUT "- � #5 DOWEL - SEE PLAN DRAWN BY:
MSK_ . -
0 24 o.c. FOR LOCATIONS ® 24" o.c. FOR LOCATIONS
SCALE 1/4" = l'-O" BOND BEAM FULLY GROUTED BOND BEAM FULLY GROUTED I CI
DJC
CHECKED BY:
w/ 1-#5 CONT. - w/ 1-#5 CONT.
NOTES:
w d ° 2-#5 CONT. Bur-r. - 0 ° • 2—#5 CONT. BOTr. NOV 3 2004
1 . SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. _ _ _ w/ #3 0 24" o.c. TRANS. 1. _ w/ #3 0 24" o.c. TRANS.
0 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
3. RAFTER BEARING EL. = 18'-2%". -�
1' 8" 1' 8"
SHEARWALL w/ SHEATHING smi
ON EXTERIOR SIDE ONLY. FULL HEIGHT WALL SECTION 1 FULL HEIGHT WALL SECTION 2
SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-O" S-1
SIMPSON "SP1" SIMPSON "SP1" -`
INDIVIDUAL SHEATHING ® 32" o.c. ® 32" o.c.
SIMPSON "LSU24" ATTACHED TO THREE /
o RAFTERS MIN. 2x STUDS 0 16" o.c. SIMPSON 'HGA10' 0/8"0 THREADED
"PHD2 -SDS3" w 2x STUDS 0 16" o.c. SIMPSON "PWD2-SDS3"
w ® EA. OUTRIGGER FAF
® 24 O.C.
2x STUDS C� 16" o.c. /8 fd THREADED ROD ® EA. ANCHOR BOLT.
w SIMPSON "H2.5" @ 8d NAILS 0 6" oc MAX. 0 PANEL
V) ROOF SHEATHING EA. OUTRIGGER EDGES 0 BLOCKING (TYP.) 1 2x CONT. SOLE PLATE FLOOR SHEATHING 2x QONT. SOLE PLATE FLOOR SHEATHING 2x C1ONT. SOLE PLATE FLOOR SHEATHING ��
144
W// / LAG BOLT w/ / O LAG BOLT w/ /�"0 LAG BOLT
1 1 8d NAILS 0 6" oc 0 0 32o.c. @ 32 o.c. ® 32 ac.
1 1 ALL PANEL EDGES
Ln Ln ROOF RAFTERS
8d NAILS 0 4" oc MAX. 1 1 N EXCEPT OF GABLE WALL SHEATHING--�- - WALL SHEATHING
CL
2x4 OUTRIGGER (GABLE END FRAMING ONLY) END (TYP.
Li DBL. 2x CONT 0 24' c/c N 1 1 1 2x RIM JOIST 2x RIM JOIST (2) 2x FLOOR JOIST 2x FLOOR JOIST
2x FLOOR JOIST 2x FLOOR JOIST V
Q TOP PLATE w/ 2x STUD WALL 1 _ 1 8d NAILS 0 12" oc ON 2x BLOCKING BETWEEN 2x BLOCKING BETWEEN
z SIMPSON "SP2" S-2 1 1 INTERIOR OF PANELS FLOOR JOISTS. TYP. FLOOR JOISTS. TYP. J
o ® 32" o.c. CENTERLINE RIDGE -�--- 1 1 �11
RADE P.T. 2x8 PLATE w/ GRADE T. 2x8 PLATE w/ GRADE ....�
� (INTERMEDIATE) P.T. 2x8 PLATE w/
z WALL 1 1 EXCEPT ON GABLE 5/ "OX10" ANCHOR BOLT 5/ "OX 10" ANCHOR BOLT / "Ox10" ANCHOR BOLT I
� SIMPSON "SP1" I SHEATHING 1 „ " " II. "
® 32" o.c. - END i TYP. w� 3 HOOK & 2 -I I- w� 3 HOOK & 2 _1 1- w� 3 HOOK & 2'0
z 2x4 SPRUCE-PINE-FIR OR BETTER OR SQ. WASHER & NUT OR SQ. WASHER & NUT OR SQ. WASHER & NUT �n
BLOCKING (FLAT OF VERTICAL) 1 1 C� 24" o.c. #5 DOWEL SEE PLAN ® 24" ° c #5 DOWEL - SEE PLAN ® 24" o.c. #5 DOWEL - SEE PLAN Ne
z 2x CONT. RIM JOIST FOR END TWO (2) RAFTER SPACES 1 1
" 1 FOR LOCATIONS FOR LOCATIONS FOR LOCATIONS
I G 0 4-0 oc MAX. TYP. BOND BEAM FULLY GROUTED BOND BEAM FULLY GROUTED O 922"Y
V)
v, 2x CEILING SIMPSON CS16 AT RDE (TYP.) BOND BEAM FULLY GROUTED
w w 1- 5 CONT. w/ 1-#5 CONT. z w/ 1-#5 CONT. �,.�. Wgc4N
o JOIST COIL STRAP 0 1 1 1 1 1 NOTES: / # ��_
0 32 o.c. 2x4 CONT. 1 1 1
1 . ALL NAILS TO BE Q
:a
SHEATHING 1 1 1 ° av XB W o
FLOOR - _ COMMON NAILS MIN. Z�
" - v* ° • - - 5 CONT. BOTT. woo
2x BLACKING BETWEEN 12 MA -J v :° • 2 #5 CONT. BOTT. 2 # ! ° • 2-#5 CONT. BOTT. o
ca w 3®24" o.c. w 3®24" o.c. _ w/ #3®24" o.c. U.
CEILING JOIST / # / # _ vi
NT
i TRANS. - _i_ TRANS. _I =� TRANS. LLI a
Q TDBL. 2x OP PLATEOw/ TRANS.
�� ) � -
@32"SIMPSON "SP2" SECTION , ROOF SHEATHING ATTACHMENT PLAN 2 SECTION 3 SECTION 4 SECTION 5 -- c 0
S- 3 " „ 3 ,. » ,> SCALE: / = 1 -0 it
H
® 32 o.c. _2 S-2 3 S- 3 ,. ,� S-2 � aNn"o U)
a SCALE: 3/4" = 1'-0" SCALE: /4 = 1'-0" 4 4 W ioLe-w
SCALE. / = 1 -0 SCALE: / = 1 -0 4 3� n
W" � uIOwNN
M n
O azo
n'
V) (2) 2X10 w/ 1/2" PLYWOOD.
o FASTEN w/ 8d NAILS 2x4 STUDS
0 8" o.c. EA. SIDE TOP & 16" o.c.
BOTTOM. 1/2 LA LAG BOLT
o ® 32" O.G.
z SEE FLOOR SHEATHING 2x4 CONT.
oc ARCH.
w
z 2x STUD WALL
V) CONT. 2x6-- SIMPSON "LSTA9" 2x STUDS FLOOR SHEATHING
w '= 0 EVERY OTHER
2x FLOOR JOIST SIMPSON "LU526" STUD. 2x4 CONT.
af af 0 EA. JOIST TYP. 1 SIMPSON
FLOOR �MT512" (2) 2X1O w/ PLYWOOD I JOIST
SHEATHING DBL. 2x CONT. SEE 6/S� 2 SIMPSON "LTP5"
oTOP PLATE ®AGGERED SIDE
V)
2x4 STUDS ®
TJI FLOOR 16a.c.
" HEADER OVER GLASS BLOCK INTERIOR SHEARWALL
wa JOIST w/ WOOD
BLOCKING IN WEB SEE 6/S-2 FOR �2)-2x6 HEADER w/
w & 2-10d NAILS ® INFORMATION NOT SHOWN / " PLYWOOD &
EA. STU D. (1) "MTS 12" EA. END.
it
SECTION 6 SECTION SECTIONUj
8
vu'i 3 " - S-2 .3 - ,_ 5-2 3 ,. w S-2
w SCALE: /4 1 -0' SCALE: /4' 1 0 SCALE: /4 1'-0'
IL m
XUj
Q
w Q
0
W W
w '-'�-
z Uj
U 0 C-�.
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0 W Q
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(2) - "MSTA36" OVER CAP PLATE TOP & UNDER
BASIS PLATE BOT. TYPICAL. USE "PHD2-SDS3" _ ' A
"
w/ /8"OX1O" LAG BOLT SIDESOF HEADERS. TIES BENT OVER BOTH
JTIE TOP & BOTTOM ON SIDES OF OPENINGS
z LARGER THAN 4'-0" WIDE. 2- 2x CONT. WOOD PLATE
Q
z
Li
z
V)
w
X ""SP2STUD PLATE TIE EVERY
� (2) 2x10 w/ /2" PLYWOOD
C) OTHER STUD TYPICAL
FLORIDA BUILDING CODE, 2001V) _j [ j U
(3) KING STUDS EA. SIDE
OPENINGS >, 4'-p.. �:, ���V�,.� r ��
PRESSURES FOR COMPONENTS & CLADDING :
(2) KING STUDS EA. SIDE DESIGN
w OPENINGS C 4 --0" A
(VERSION 1.02) ,� ¢
n JOB INFORMATION
o (2) JACK STUDS EA. SIDE
,. BUILDING DATA
a.
OPENINGS > 4 -0
� (1) JACK STUDS EA. SIDE Wind Velocity(mph) 120 Company Structures Inter�nattonal
z 2x WOOD STUDS 0 16" c/c. ---- - '
a Importance Factor 1.00 Prepared By MSK
Uj
OPENINGS C 4 -0' Exposure Category C •. �"
9 ry r No.54573
2x WOOD STUDS ® 16" c/c. Directionality Factor(kd) 0.85 Client Name Rollings Construction ' -
Internal Pressure Coefficient :!:0.18
Job Description Burke Residence "
V Mean Roof Height(ft) 21.00 Cabana
w 2x BLOCKING TYP.
Building Width(ft) 11.00
Building Length(ft) 25.00 Job Number 45071 PROJECT NO.
o ® PANEL JOINTS.
w Roof Slope (x:12) 12.00 4So71
ISSUE DATE:
TYPICAL 7/16104
Ir REVISIONS:
WALL OPENING
2x BLOCKING TYPICAL WALL OPENINGS
Li (2) 1/2"0 BOLTS EA. ® PANEL JOINTS.
SIDE OF WALL
OPENINGS EQUAL OR OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
Ln LESS THAN 4'-0". MARK DESCRIPTION ,ONE ELEV.(ft) WIDTH(inches) HEIGHT(inches) PRESSURE(psf) PRESSURE(psf) DRAWN BY:
0
z
B Glass ss Block 4 10.00 6
0 48.0 .0 32.3 -35.2 DJC
"SP1 STUD PLATE 5 5.00 72.0 84.0 30.5 -38.8 CHECKED BY:
3: TIE C French Doors
o EVERY OTHER STUD.
D Window 4 5.00 84.0 60.0 30.9 -33.8
r- E Glass Block 4 5.00 48.0 56.0 32.3 -35.2
TOP OF FIN. FLOOR
2A Window 4 15.00 28.0 66.0 33.1 -38.0
O 2B Window 5 15.00 1 28.0 66.0 33.1 -44.0
USE 1/2"Ox7" LAG BOLTS 2C Window 5 15.00 28.0 36.0 33.7 45.1
® 32" c/c 2D Window 4 15.00 28.0 360 33.7 -36.5
TYPICAL HEADER DETAIL A
SCALE: NOT TO SCALE S�2