HomeMy WebLinkAboutCAROLINA CARPORTS PLANS - ROLL UP SHEET DOORNTERIOR ELEVATION
TOP VIEW
ASSEMBLED
SLIDELOCK
�f(, th/66
DETAIL DETAIL 2 St. LUC1eCOPFgTAIL 3
ROLLE0.wSE�Y9VRtlRT
bwa�rDareorosuesnuTE
W 0.N 1>1 �'•tfi<1' � MFAD eOLTs
DETAIL 4
SIDE VIEW
NOTES:
1. STEEL FOR CORRUGATED SHEET ASTM'A653 WITH A MINIMUM YIELD STRENGTH OF 8D
KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE 80)
2. GUIDES ROLL FORMED 12 GAUGE GALVANIZED STEEL
3. GUIDE INSERT FORMED 12 GAUGE GALVANIZED STEEL
4. 10 GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3/16-X .440- POP
RIVETS ON FIVE CORRUGATIONS PER SIDE OF EACH SHEET (SEE DETAILS #2 AND #3).
5. ROLL -UP DOORS REQUIRE WINDLOCK CLIPS IN EVERY OTHER CHANNEL OF THE DOOR
CURTAIN, FASTENED WITH POP RIVETS.
e-7
r lrzr 4'
'�t,--�
GUIDE INSERT
AMERICAN TEST LAB NORTH
DATE 01/10/18
REPORT NO. ATLNC1114.01-17
ATL INSPECTOR
BECHTOL ENGINEERING AND TESTING, INC.
W5WESTNEWYOWK NNE
DWND. FIORIO smO
�umi. otwuammow.x9:
llmiYOaliId.PE
FYatle IYmYAb.l95t9
I—v'I �—"I �w.ousvrttvrx
j
bC
DETAIL 5
Ph.:
/ m.tcerXlCK
�' Ozaal
WIDE BACK PLATE
CNE LCp 1p MATGW
Ewoeawrw.YauTWar
eorrou
ROLL -UP SHEET DOC
12' MAXIMUM WIDTH
sc��hU
St. Lucie Coum
SPRING C (SEE DETAIL 1) ROLLER ASSEMBLY z91 VI DETAIL 1 DETAIL 2
DOOR GUIDE
(SEE NOTE 2 AND DETAIL 2)
"C BOTTOM RAIL
3 FOR DOOR CURTAIN)
INTERIOR ELEVATION EEDETAIL4)
NOTES:
1. STEEL FOR CORRUGATED SHEET ASTM-A653 WITH A MINIMUM YIELD STRENGTH OF 80
KSI AND TENSILE STRENGTH OF 82 KSL (GRADE 80)
2. GUIDES ROLL FORMED 12 GAUGE GALVANIZED STEEL.
3. GUIDE INSERT FORMED 12 GAUGE GALVANIZED STEEL.
4. 10 GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3H6' X.440' POP
RIVETS ON FIVE CORRUGATIONS PER SIDE OF EACH SHEET (SEE DETAILS 62 AND 0).
5. ROLL -UP DOORS REQUIRE WINDLOCK CLIPS IN EVERY CHANNEL OF THE DOOR
CURTAIN, FASTENED WITH POP RIVETS.
rzoa
RIX RA'
SEMBLYSUPMRT
BMpEi S0.lFD l0 5 VSB1MlE
wrtx .i5.x xsaM eats
5LT6J
DETAIL 3 DETAIL 4
I-111� 1•� �MUNS LB'ttPIUL WOLIBNPNGIE
R,RVFA
� eo*rouacu reo.
ve• wiNOLMKCL S va•fui wMNER iI'
rna�-s..xa.usr yrM.,S
�,o-n.•.l x �,
�" nzwl
�iwi� , xur. •o.iiaw�ER o.ea' 0�
�I—,yB•—I ay �
IDE INSERT 1" WIDE WINDLOCK CLIP 1" WIDE BACK PLATE
AMERICAN TEST LAB NORTH
DATE 04/02/19
REPORT NO. ATLNC 0311.02-19
ATL INSPECTOR
ROLL -UP SHEET
17 MAXIMUM W
DobwM NC 27017
Phom:(800)670-0262
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE. FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE
ANCHORED THROUGH THE —FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12, UNITS MUST BE GLAZED PER ASTM El 300-04/09, SEE SHEET II FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
�-5
RMSOxS
OESCRIPIgN 602 RPPRP/D)
A I REVISED ANCHOR SPACING h CHARTS 07/11/16 I R.L. '
B REVISED GLASS W/02/1J R.L.
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM SCANNED
MT L/
S$. �UCi@ Q;OUPIf�T
I TABLE OF CONTENTS
SHEET NO. DESCRIPTION
NOTES
2 — 3 ELEVATIONS
4 — 10 1 INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
NOTES
oaawx: owc W.
N.G. 08-02545
swc NTS joaE 12/09/2014 ISHEET1 OF 11
L RODERTOLOMASP.E.
I132 WOJOFOflO fla LEWISVIL[E, NCT109
avicee osos momas�vmonasse.mn
SIGNED: 1211412017
Luis R. Lomas P.E.
FL No.: 62514
iLIV L y V -vY
IL-2- klD
r W
��l