155 Pine St RES20-0096 2 of 4_1W�
R-301/401
SLIDING PATIO DOOR
"HON-1MPAcr'
GENERAL. NOTES
1. This product anchoring drawing is in compfance with the 6th Edition f 2017)
Flerfda Budding Cade JFBC] structural requFements excluding the'? igh
Veiocity Hurricane Zone` fHVHZJ. See the Cerilkotion Agency Cerficate
for sizes, Wed7cations and ratings.
2. Product anchors shad be as listed and spaced as shown on deface. Anchor
embedment to base material shall be beyond wad dressing or stucco.
3. When used in areas requiiing ward borne debris protection this. product is
required lo be protected with on Impact resistant covering that complies
with FBC Sections 1604.1.2 & M.2.1.2.
4. For 2x slud framing construction, onrlroring of these un is shall be the some
as that shown for 2x buck m =vy construction.
5. Site conditions that deviate from the details of this drawing requie further
engineering analysis by a licensed engineer or registered architect.
AUX.
FUME
TABLE OF COMEMS
SHEET!
DESCRIILiON
1
Typicd elewahars,VeW pr—es and notes
2
Hortmnid cross sections
3
Verkalmosssectiora
4
karrdlrame
5
N of materK*L gmng details d cornpanenls
AUX.
FUME
FSEE CHART FOR MAX. O.A. FRAME WIDTH?
GLAD
7YtE
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SRL
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VM
PWM I WEGAVK
Mr X 82 r
319" x 74.7'
ur
4
+35.0 -35.0
NO
72.0' X 820"
a
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AUX.
FUME
AUX.
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VM
PWM I WEGAVK
Mr X 82 r
319" x 74.7'
G1
+35.0 -35.0
NO
72.0' X 820"
31.9" x Xr
G1
+55.0 -55.0
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RBtNORCEMFNT SHOW24 IS REMIMF
DESIGN PREiSURES UP TO 35 PSf
HOMON►AL CROs SEOM
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RBNFORCE ADff $W)WN !S REQLMWOR
DB*N PRESSURES OVER 35 PSF
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RBNFORCE ADff $W)WN !S REQLMWOR
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11 SILL TOWER RISER PEE DESIGN
�O PRESSURE TABLE. SHEET 3f
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MASONRY
OP[311NG 2X RUCK ANCHORING
CONCRETE ANCHOR NOTES:
i. Concrete cWhodocadom of fhe carters may be odLus to maintain the min.
edge doonce to matnrjotntr.
2. Concrete anchor kmoNons rioted as -MAK ON CENTW mud be o*m*d fo
ma ntain the mtn. edge dslonce to mortarloads, oddtianai concrete anchors
may be requivd to mmm ft "MAX. ON CENT rcWnensbn are not exceeded.
J. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN: CLEARANCE MRN. CfFARANCE
TYPE
SIZE
EMBEDMENT.
TO MASONRY TO AOUACEW
.
LDGU ANCHOR'
1TW
TAPCONe
ELCO
ULTRACON
wuuu x,rrtw xwrncurram rvUtr�:
t. Maintain o rnYr6num S/8" edge alliance, f"end distance, 6 f"o.c. spacing of
wood screws to prevent ftie spgfrrg a wood.
4C rryp.l
jJ 11
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pO c o d
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9 �
2X WU IF
LXBUCK H 4 aa`
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i €STEEL STUD K d 3a
I Fr
II
II
all
0
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0
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II a Ad
FRAME ANCh%MW
FRAME
MASONRY (iYP.] PP']
SILL.
ALTERNATE FRAME ANCRORNG
LARECT TO MASONRY @ SILL
M 7171118
Y£• N. T.S.
c. W., JK
w fr: VS
wsc mm:
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A
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' TK APPROVED WtH1E RIGID PVC EXTERIOR EXTR1 IOM FOR W94DOWS ARE TO BE PRODUCE D BY c ao 0 0 0 <
E CRUDE RS EEC MEMS BJ "HAMA CERIFICATIOFG PROGRAMS FOR RIGID PVC oaRusiowiz
4 � aor
0.79 �F--1.69- -- MY --� (-
9 GAAANG MAD t0 ROlAEI! TRACx )SAL
T17m RIME
wl F6 LES
En
a
GLAZING TAPE (1/161 I I
GLASS BOE 1" OA- THICKNESS 1.2r
-F0,751
SM TEMPERED GLASS
14 RRLN ST6f 1S ME�TNG SIZE T� xO MUUIpN s
AIRSPACE o
Z U
}
513T TEMPERED GLASS k141F 7 I i }8 n
9 I sr N.T.S. d
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SUPER SPACER
CW- W. LFS 3
G 1 GlAIIHG aE►AIL Oarmc NO.
F1-27828.5 a
aeter -�- ar�5 9
j1A1.OF MAfE4fAlf
8611 � oiStRr110P1 MAlE�E1t
A 1 X BUCK (SG >= 0.42] wooD
B 2X BUCK 5G >= 0.42) wooD
C 1/4' MAX. SHIM SPACE
� !/4" X 2�/4' PFH ELGO OR (TW CONCRETE SCREW STEEL
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F A9 X 2-112" PPH 5MS (1-114" MIN. E�AB>=DMEt'fT} STEEL
_G }!4`X3-11� PFH E3C0 OR i1W CONCRETE SCREW STEEL
J 11x' X 2-1 /4" PFH LLCO OR EIW CONCRETE SCREW STELE.
K # 10 PRH SELF-DRILLING SMS STEEL
X STEEL STUD Min, ihk .033' (ASTM A653 GRADE 33 Py--33 Iai min.. Fw45 l6i met.) STEEL
1 FRAME' PVC
3 SASH- PVC
4 MEfTPiG STILE' PVC
5 XO MULLX)IJ• PVC
6 FlX® RAS' PVC
9 GLAZING BEAD' PVC
10 ROLLER ASSM. PVC
1 E SILL TOWER RUR* PVC
14 REINFDRCEMBJT {SASH STILE] Sill
15 1iE1NPORCEMENT (MEETING STILE] STEEL
17 REINFORCEMENT
(XO MULLION]
STffL