HomeMy WebLinkAboutEngineering URNER
2428 Old Natchez Trace Trl.
Camden,TN 38320
ENGINEERING& Ph.941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report IN0364-R12
December 5,2020
Product Description: Double Hung Series 07-09/07-10/07-20 Vinyl Impact Window
Manufacturer: Simonton Windows, 1 Cochrane Ave.,Pennsboro,VVV
Statement of Compliance: This report evaluates the above-listed product per the requirements of
FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements
of the a Edition(2017)Florida Building Code and 7 h Edition(2020)Florida Building Code outside
the High Velocity Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 2428 Old Natchez Tre Trl,Camden,TN
2) Installation drawing IN0364-1112,signed and sealed by Lucas A.Turner,P.E_
3) Test Reports A8088.01-501-47 i0,A9235.01-501-47-r0,A9261.01-501--07-rl,C7745.01-
109-47-r0,D0296.01-501-47-r0,D0962.01-501-47-r0,D0963.01-501-47-r0,D0964.01-501-
47-r0,D8119.01-109-47-r0,D8118.01-109-47 r0,D8120.01-109-47,and D0965.01-501-47-
r0,from Architectural Testing,Inc.,Springdale and York,PA,and T259-10 from Farabaugh
Engineering&Testing,Inc.,McKeesport;PA,with testing performed in equivalence with:
AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-12,ASTM E1996-17,and AAMA
506-06/11/16
4) Supplemental Calculations to support IN0364-R12,signed and sealed by Lucas A.Turner,
P.E.
Installation: Units must be installed according to installation drawing IN0364-RI2.
Limitations of Use: This product:
• May be used in the configurations,product sizes,and with glazing as indicated in IN0364-R12
• Is large missile impact resistant(missile level D,wind zone 4)and does not require the use of
shutters in windborne debris regions
• May not be used in the High Velocity Hurricane Zone
• Requires white SimEx,Inc.PVC extrusions with current listing as an AAMA Certified
Profile Licensee under AAMA 303
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a
financial interest in Simonton Windows or in any company manufacturing or distributing products
for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a
financial interest in any other entity involved in the testing or approval process of this product.
-% \ 11/1Q
���` vac�M+E.�`• ���,. �/�
Lucas Turner =* iVo. 58201PS
2020.12.05 gyp` * JAU 12/5/2020
14:16:51 � i0l�/` Lucas A.Turner,P.E.
STATE OF /.� FL PE#58201
-06'00'
1�`��"ll►yi1A171l%//`//7/ 12114=20 l+nsmrs wsm BY DATE.
M�MUMEL EOVERALL NOMINAL SIZE: See Sion Chart Double Hung Series 07-09 /07-10/07-20 Vinyl Impact endow _ r�-d�b�'cp�i Lucas
TurnerEng.&Conslne 01 y ADDED MST�pe�SIZE MUM TO
NOTE
1s laol 4/1e/17
pFSIGN PRESSURE RATING: See Size Chart �� No:88209 = _ FBPECCW#29779 ft12j0PDATZW
EMOVED PRE-oraldEDH0.ES. 1dG1 m/27/n
LucasTumer � * �_ 2428 Old Natchez Tre.Trl. sm cliwr-DESCH P�swflEs. uw 7/10/19
i1SAB CONFlGURATIONS: �{ 2020,12,14 Camden,TN38320
IF 10:30:53.06'00' ; Ph.941-380-1574 SIZE 04ART-NEW TEsrwc tmi 11/09/20
GENERAL DESCRIPTION: The
which the sideanch jambs penetrates is a thickness
are extruded PVC, The wall minimumof °
MIN. EMBED.,
SEE TBL 1, SHT 2
MIN. EDGE DIST., SUBSTRATE
SEE TBL 1, SHT 2 INSTALLATION FASTENER. BY OTHERS
5" ; - I {_g-" SEE TABLE 1, SHEET 2 SILICONE CAULK
I MIN. EMBED., INSTALLANER C MAX. SHIM
JI SUBSTRATE SEE TBL 1, FASTENER
a BY OTHERS SHT 2 SEE TABLE 1, INTERIOR
\ SHEET 2
SILICONE CAULK I
SILICONE CAULK
1 1/4"MAX. SHIM EXTERIOR
p 3 ]t MIN. EDGE DIST.,
RIOR INTERI r ,` EXTEOR SEE TBL 1, SHT 2 SILICONE CAULK
= n HEAD 3 JAMB
w SIZE CHART 1 1
n OVERALL SIZE
WIDTH IHEIGHT DP RATING
"Ir "H"
IX 53" 76" ±50 PSF
o T 53" 76" +55 -60 PSF
r Y1 37" 84" ±60 PSF
a °r1 37" 76" +85 —70 PSF EXTERIOR INTERIOR CLASS GLAZING COMPOUND
M (PECORA 896—H$)
'y 1/8'ANNEALED
X ^ 0.105 PVBANNEALED
IA)
1/4" MAX. SHIM II�JL.JIII �.� 1/8'ANNEALED
AIID
SILICONE CAULK
AIR SPACE
M SILICONE.CAULK t—d 1/8'ANNEALED
T
SUBSTRATE
BY OTHERS 2 SILL SPACER
1 1" INSULATED ANNEALED IMPACT GLASS
Q Zo VA H 0.105" PVB INTERLAYER
1--W" MAX, OVERALL FRAME VADTH--I
o,=&2 ESTATEMENT SIMONTON' B IN0364 12
This document Is Ina property of Simonton Valdoss.Which : Dimensional Tolerances w 1 * o o s q
_ retains all proode(ory and aUw rights to Its eabkct matter. Unless OtherMse SoeclRetl s T.D.D. 11/13 08
This dowment in provided to the recipient on the a aved - 1 Cochrane Mt c y.
ditlon that a Is not to he fwd000d.reproduced In Whole Pcmuboro,NV 26415 CHECXED
port.nor used in ponjuncilm With the dewa"Wqnn,menuloctura or Decimals Angles
repalr of goods for anyons other than=-ton Wftd— SCALE., EI o D BY:DATE.`
Without its consent Thal ratrlc9on does oat limit the SUAFA X t.OS FIT 1 0l 2
ree'gient'a Hghle to uWize information veined N this XX d:.01 0' 30 min.
document Which m properly abial—d from another source. I H 1NE7LL .XX%t.006 07-09 07-10 07-20 IMPACT DOUBLE HUNG
TIDE:
OU FL 5419 MZVATION,INSTALLATION DETAILS,STNO.OLAZIND DETAIL
RFv. PENSIONS: BY DATE:
12/14/2020 r•
NOTES: Lucas A.Tumer,FLPE#58201 a AWED 5=6 SIZE OP50 1-ai, e/30/i5
I.THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE TEXAS&FLORIDA BUILDING CODES AND WHERE PRESSURE Tumer Eng.&Cons.,Inc. 9 AWED TEST REPOYT NIMBER TO NOTE 15. LMH 4/1a/17
REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE FBPE COA#29779 10 PRE-DRILLEDFUEROWD Lux 10/27/17
RATINGS HEREIN,FOR USE OUTSIDE THE H.V.H.Z. 2428 Old Natchez TraTd. —
Camden,TN 38320 11 UPDATED SIZE CHART—VISION PRESSURES. LMH 7/10/19
2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES THE WINDOW MUST BE CAULKED. Ph.941-380-1574 12 UPDATED SIZE CHART-REW TESTING Ua 11/09/20
3.ANCHOR TYPE,SIZE,SPACING,AND EMBEDMENT SHALL L BE AS SPECIFIED IN THESE DRAWINGS.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS EMBEDMENT SHALL BE BEYOND
WOOD SUCKS,IF USED,AND INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD
BUCKS BETWEEN PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN PRODUCT AND SUBSTRATE. 500"
5. WOOD OR MASONRY OPENINGS,BUCKS,AND BUCK FASTENERS,BY OTHERS,SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS GLASS BITE GLAZING COMPOUND
�1Lt11i171/! (PECORA 896-40)
TO THE-STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I,THIS SHEET. CONCRETE OR MASONR' ``Atg�7yp,[J//` 1/8'ANNEALED
SUBSTRATES SHALL NOT BE CRACKED. v�CiNar. �. 0.105 PV8(SW.UTIA)
6.THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES, OR OTHER
SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,BUILDING OWNER,OR CONTRACTOR. _y NDr58201 a=-
l--I1W ANNEALED
7• SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16'EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE AIR DACE
LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 0. '',OF
8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION.THIS PRODUCT DOES NOT REQUIRE THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR 11W TEMPERED
OTHER EXTERNAL PROTECTION.
9. SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE SPACER
DOOR IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS THE RESPONSIBILITY OF OTHERS.
10. GLAZING SHALL COMPLY WITH ASTM E 1300-04. 1" INSULATED TEMPERED/ANNEALED IMPACT GLASS
IL FOR INSTALLATION TO METAL SUBSTRATES, ANCHORS SHALL BE LONG ENOUGH TO BE FULLY THREADED THROUGH THE METAL THICKNESS WITH AN WITH 0.105" PVB INTERLAYER
ADDITIONAL 3/16'MIN. OF THREADS BEYOND. 37" X 76" AND 53" X 76"DOUBLE HUNG (OPTIONAL)
12. A MINIMUM CENTER-TO-CENTER SPACING OF 3'SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION.
13. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE
TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH
CODE REQUIREMENTS.
14. A WIND LOAD DURATION FACTOR CD=1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY.
15. WINDOWS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS A8088,01-501.47-RO,A9235.01-501-47-RO,A9261.01-501-47-RI,
C7745.01-109-47-RO,D0296.01-501-47-RO,D0962.01-501-47-RO, D0963.01-501-47-RO,D0964.01-501-47-RO,08119.01-109-47-RO, 500' GLAZING COMPOUND
D8118.01-109-47-RO AND D8120.01-109-47 BY ARCHITECTURAL TESTING, INC AND T259-10 BY FARABAUGH ENGINEERING&TESTING INC. GLASS BITE (PECORA 896-HIS)
16. USE A BACKER ROD ON ALL JOINTS>3/4'DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8'DEEP. 1/8'ANNEALED
0.090 PVB(SOLUDA)
�—1/8"ANNEALED
TABLE 1: INSTALLATION FASTENERS TABLE AIR SPACE
ID SUBSTRATE TYPE ANCHOR PE MIN. EMBED MIN. EDGE DIST. --JI 1/8'TEMPERED
A CONCRETE 2.85 KSI MIN.) 3/16' ELCO ULTRACON 1" 1"
8 HOLLOW OR ROUT-FILLED CMU 3/16' ELCO ULTRACON 1-1/4" 2 1/2' SPACER
nSTM C90
C 2X MIN SOUTHERN PINE WOOD 3/16' ELCO ULTRACON 1-3/81, 3/4"
G-0.55 1" INSULATED TEMPERM/ANNEALED IMPACT GLASS
D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4" WITH 0.090" PVB INTERLAYER
G=O.55 37' X 84' DOUBLE HUNG (OPTIONAL)
E 16 GAUGE 0.0611 MIN. STEEL -16 11W ILKS SEE NOTE 11 1/2"
STUD 33KSI-YIELD MIN. SELF-DRILLING SCREW I _ _
F 1 8 ALUM. 5063-T5 MIN. OR 1#10 GRADE 5 SELF-TAPPING SEE NOTE 11 1/2"
1 8" STEEL 36 KSI MIN. DRILLING SCREW
Des OSUBE 9TATEMEHT _S'—FINI SIMONTON* B IN0364 12
This doasnent Ie the Property of Simonton Windo which Dimensional Tderoncee w i o �� w s Y: A
rdolne all propridgy and other rights to Its sub*t matter. Unless OtherwNd S.P.ifr9d T.D.C. 11/13/08
This dowment to Prodded to the ralpient on the m¢reexd ec I Cahruaa A,mw LhkXKW UT lition ant
Is not to be dtsdosrd,reprodumd in whole Pesmbrm,WV 2M,., A
port,nor used In con)—tion rIth the monufaobu o a L Decimals Andes
repair of y Oda for-I-.other than 5'anontm Wmdowo E2 APPR BY:DA
withwt Its consent. This rastridlon does not[knit the X d:.03 FIT 2 of 2
rnci es ri9hte to utahe Informcdon contained In this RFA XX d;.Ot 0- 30 min. S •
dowment which Is pmWy obtainod from mother owne. TA1SIf TREATM Tt .XX%f,DOS '07-09/07-10 07-20 IMPACT DOUBLE HUNG
IITL
FILM n_5419 1 NOTES ANCHOR TABLE. Cr OPTIONAL GLAZING DETAILS
NOTICE OF PRODUCT CERTIFICATION
°cr4a� Company: Masonite International Corporation Certification No.: NI013762.04-R3
}'� ,wc�xE � p Y� r'p
�° P.�. '''�, z 1955 Powis Road Certification Date: 06/26/2017
West Chicago,IL 60185 Expiration Date: 06/30/2025 �
Revision Date: 07/27/20 d
Product: Metal-Edge Steel Impact Glazed Inswing or Outswing Door w/&w/o Impact Rated Sidelites. ! ��
"e�nre+s s
�,�'�'t�n•Qa�� (w/Wood Frame unless noted)(Doors Require"HPC" Construction Slabs) F'
Specification: TAS 201/202/203-94 0
Glazing: Insulating Glass: 1/8"Tempered Glass/1/8"Heat Strengthened Glass/0.0901'Saflex PVl3 0 «6
Interlayer/1/8"Heat Strengthened Glass 0 Mj
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification lab i e�rgse 1 l
product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified trod�ct�Ll isting��(�
at www.Namicertifleatlon.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Gam'
Inswing Glazed Structural Water Missile Test Report Numbe
Configuration or or " Maximum Design Test Impact Drawing Number 8r
OutswingO a ue Size Pressure Pressure Rated Comments
X I/S Glazed 310"x 6'8" +501-50 0.0 psf Yes ATLNC 0125,01-17/W-18851V
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0223-17
X O/S Glazed 3'0"x 6'8" +501-50 3.75 psf Yes ATLNC 0125.01-17/W-1857/W-1885
Single 6.0 psf' Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0223-17
7.50Sf3A5
XX 1/S Glazed 610"x 6'8" +501-50 0 psf Yes ATLNC 0125.01-17/W-1885
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0223-17
XX O/S Glazed 6'0"x 6'8" +501-50 3.75 psf Yes ATLNC 0125.01-17/W-1885
Double 6.0 psf' Maximum Panel Size:3'0"x 6'8"
7.50 sf' Anchor Details-DWG-MA-FL0223-17
XO/OX I/S Glazed Door 6'0"x 6'8" +501-50 0 psf Door-Yes ATLNC 0125.01-17/W-1885
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0223-17
XO/OX O/S Glazed Door 6'0"x 6'8" +50/-50. 3.75 psf Door-Yes ATLNC 0125.01-17/W-1885
Single w/Sidelite Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0223-17
OXO I/S Glazed Door 9'0"x 6'8" +501-50 0 psf Door-Yes ATLNC 0125.01-17/W-1885
Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0223-17
OXO O/S Glazed Door 910"x 6'8" +50/-50 3.75 psf Door-Yes ATLNC 0125.01-17/W-1885
Single w/Sidelites- Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-171,0223-17
OXXO I/S Glazed Door 12'4"x 6'8" +501-50 0 psf Door-Yes ATLNC 0125.01-17/W-1885
Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-171-0223-17
OXXO O/S Glazed Door 12'4"x 6'8 +501-50 3.75 psf' Door-Yes ATLNC 0125.01-17/W-1885
Double w/Sidelites Glazed Sidelite 6.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' I
Anchor Details-DWG.MA-FL0223=17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-M Dam Outswing Threshold 4-Pro T4 Threshold 54TP Outswing Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE: ���
Ln
I n i MASONITE, 149'MAX. OVERALL FRAME WIDTH O
O
21" MAX . 36.375" MAX. V Q
HPC IMPACT GLAZED STEEL-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX' O
V-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/AsrRAGAL FRAME WIDTH a
GENERAL NNOTES O
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO crL0 U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS.AS DETERMINED BY ASCE 7, MINIMUM
-J L0
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LO u
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), h ZO
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED.
co
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, y W
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. �s
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. Q
5. PLASTICS TESTING: o
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP I AMU D1929 B42'F 5 6S0'F
RATE OF BURNING ASTM D635 1.28 IN MIN
SMOKE DENSITY TM
D2843 70,2>Y
TENSILE STRENGTHS ASTM D638 11.8% OFF m
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 [�
6. DOOR SLABS MUST BE STAMPED 'HPC'ON TOP RAIL. m
7. MAXIMUM GLASS SIZES COMPLY WITH AS►M E1300 FOR THE _DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESSURES LISTED,
- a a
U'fn
Z3
• ♦ • • c�uul
Z
0
ow
In
-SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE DOOR UNIT SI GLE DOOR UNIT SINGLE_DOOR UNIT WSIO T o g¢ ir
-� / ELI E_ DOUBLE DOOR-UNIT W/SIDELITES
_wm SIpELITE WITFI SIDELFTE 00
r0 to
WHERE WATER INFILTRATION ER ORM C I
Nd
DESIGN PRESSURE RATING REQUIRED TO BE 16% OF DESIGN PRESSURE
I MAXWIDTH IN NG 0 ING INSWING Bum E 0 Z-S O S HI DAM 0 T4 0 HP O S
X + 0. -50.0 + 0.0 -50.0 A +2 .0 -2 .0 +4 ,0 -40.0 + 0.0 - 0,0 +50.0 .0 + 0.0 - 0.0
% 4 + .0 - 0.0 + - 0. N A + -2 . +40.0 -40.0 + O.0 - 0.0 N A N 00¢z
X or 0 75 + 0.0 -50.0 + 0. - D.0 N A +2 . -25.0 +40.0 -40.0 +50. .0 A N A
0 0 112. +50.0 - 0.0 + D.0 A +2 .0 -2 .0 + - 0.0 +5 .01 -50.0 N A N A
+40.0 -40.0 1+50.0 - 0.0 A N A DAM 6121117
.
SCAB- N.T.S.
TABLE OF CONTENTS Addet"tDm M.BY- SWS
SHE # DESCRIPTION ALH AZCHK.UY.
KUR7 BDA P.E.R DRAWN0 Ho.:1 TYPICAL ELEVATIONS & GENERAL NOTES fLORIDA P.E DWG-MA-FL -17
2 ANCHORING LOCATIONS GENERAL
h56533
3 ANCHORING LOCATIONS & DETAILS
SHMT_L DF 3
SEE DETAIL 3' 6" 6" � 00
'E' SHT. 2 _ r 3° 3,
O
3 6 3' 3"I � O�
._L � I I a
I-- -I_ I I � III �
6,r B" ° 6+ 6"
6
� e b
�o
O
MLo
OQ
CL
U
� � Z
a SEE DETAIL a O U
N"D' SHT. 2 N Z L
r '— O F—
r
rv)
SEE DETAIL
"C" SHT. 2
• o o La
B
M) � g Is O
6.
r - NMI
II Ig
SEE DETAIL "
"F' SHT. 2 6+ g"_ 6 &I b
a a
HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND - N �
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE, zo
ATTACHMENT DUAI} t,25' 2. 4" X 4" FULL MORTISE BUTT:HINGES, o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN x —025" mail
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHI 3' Fo" CORRUGATED �ioxz'WOOD SCREW F�
(FLORIDA #62514) WITH THE LOWEST (LEAST) 3' OM EACH END g° FROM EPOCH END = y
CL—I �— AND 7 OC AND 12 OC t- 0
FASTENER RATING FROM THE DIFFERENT FASTENERS ; I W m
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE Ac,[T 'c �a
CAULK#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC c mm
cnuLK
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION. AU -111
LOCATION. .TAPCON EDGE-DISTANCE MIN 2-1/2".
_CL m m o
WOOD SCREW EDGE DISTANCE MIN 3/4". 1 Na
.• . s ; COMBINATION WOOD COMBINATION WOOD -
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.s " MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT M�r� _-0M.p2�5" (3 tox2-1 2 maZ
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM cH SCREWS
MINIMUM EMBEDMENT OF 1-1/4", cL—� �— n1o�
w1E 6 21 17
J
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ; ® CelmFh:. Dt SCAB N.T.S.
TRANSFER LOADS TO STRUCTURE. I' gF DwD.BY: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® CHK.BY:
TYPICAL WOOD BUCK
ANCHOR INSTALLATION MWND ND.:
INTEGRAL WOOD DWG-MA-FLO223-17
MULLION (CHS) sH� 3 OF 3
6" SEE DETAIL 3. 3 6"
_l 3" 3" 3"— 3" O J
1 I I v)C
—6" 6"� _ 6" 6"�_ �Q
ro — IT
C9 n" Z
a SEE DETAIL C(n
cn ".D" I —
CE
SCEE DETAIL — W — — SEE DETAIL
4 "c"
LQ
u')
m
I I I r6" . r
II I
k. 3" ' 0 2d
3' 3" I 3" 3" r 6. 6" 0I �o
IL
SEE DETAIL #8 x 2" 3 3
ASTRAGAL RETAINER BOLT HOLE
" ® 6a--MUST BE DRILLED THROUGH 0 LO
#8 x 2" #10 x 5/8 THE THRESHOLD & INTO THE a z o
STRUCTURE DEEP ENOUGH z _
#10 x 5/8" FOR 1.375" THROW "W
#8 x 2° #10-24 x 1/2" DETAIL "Ell•ASTRAGAL DETAIL "F" ASTRAGAL 3¢ o
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT o 0 1n
#10-24 x 1/2" STRIKE PLATE TO FRAME Zww
#10 x 5/8" AS SHOWN. Adde(dummNNl z
DETAIL`C"
D AIL "D" Bye. OI co ro m
Colt,*
m
1 0.s6z"1 1 o
1.375" 1.437" n c d
TT T V 1�AIM GLASS I-11V KWIM MASS
un p 20-00=01) 0[CORATM omit a121•I[Ai elAQtllblm R(TUYa YJ0a
IN adeo•wia X xo-oeu.o0 124'WO emo•wm W xo-avd,) (vaauu V m a z VlING THRESHOLD BUMP Q/5 THRESHOLD T4 O/S THRESHOLD aea NUs +.aa� n». Q12C• STROOnUM 0124'MP.
amt row,M MAL"AM yr as WK 4uw tAY ea
1 1 Dov eu DATE 6191117
1.482" 1.75" 1.047" 1;437" _ oaw we cor cae nuroyw 19 �yy c�ma vs[ D qy: sws
N.T.S.
nw rar
TIPICAL D d7Ml` DETAI ALTERNATE A71N• DETAI DRAMNO NO.:
Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HE O/S THRESHOLD IMPAGT RAi��L!Sc IMPACT RATED GLdSS DWG-MA-R0223-17
SHEET 2 ov 3
L. Roberto Lomas P.E.
m432wooNwdRd Manufacturer Masonite
LewtsWk,NC 27023 Report*514008B
434-688-0609 Date: 10/10/2017
rilomas(cDlriomasae.com
Test Report: N/A
Product: Double Door with and without sidelites lZx6'8'(wood frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code 7th edition(2020).
Anchor capacity in shear condition.-
Solid members w/3 w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NW 2018,TW2)
Nominal diameter: D: 0190 in Gap: g: 0.0000 in
Root diameter. Dr. 0152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1140 in Screw bending yield strength: Fm= 80,000 psi
Side member.Douglas Fir-Larch(6=0.50) Main member.Sprvice-Pine Fr(6=042)
Side member thickness: ts= 1.000 in Main member thickness: tm= L500 in
Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: F-= 3,350 psi
Side member dowel bearing length: I,= L000 in Main member dowel bearing length: Im= 1.140 in
Mode I, Mode I, Mode II Mode Ilan Mode III, Made IV
qm= 6365 Ibs/in qs= 884 Ibs/in A. 0.0007 A: 0.00096 A: 0.00107 A 0.00135
P= 725.61lbs P= 884lbs 8: L07 8: 057 8: 0.5 8: 0.000
Ka= 2.400 Ko= 2.400 C -427.674 C -253.623 G -267.699 C: -93.6
Z= 302 Ibs Z�-- 368 Ibs P= 331 Ibs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Kn= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2.400 KD= 2.400 Kb= 2.400
Duration Factor. Ca= 1.6 Z= 124 Ibs Z= 133 Ills Z= 110 Ibs
Allowable Design Value(ZCb): Z.= 175 Ibs/anchor
Fastener type:1/4 ITW Topcon Tabulated values
N.0.4.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable,Design Value: Z••= 155 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate 18 &A,Steel
Tabulated design value: Z= 12" Ibs
Safety factor: Fe: 4
Allowable Design Value(Us), Z.= 316 Ibs/a thar
Minimum anchor capacity: 155 Ibs/onchor
Note:Anchors with the least capacity is used rareakukWAnas to qualify arnchars with higher capacity.
Anchor calculaSonszminimom reoutred anchors
36.38 36.38 Design pressure: 60.0 psf
t Max. Anchor
�Al Al Area Load Ind.
Zone O.G. Cap. Qty Load Result
A2- Y„�179.25 ( ) Qbs) (rn) (in) abs) (Ibs)
Al Al
Al 2.3 138 N/A N/A 155 1 138 OK
r AZ 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
_ Max. AnchorA Load
�� i�• //
Y Y Y Y Zn _
�) � o.e. cap. Q� Loan Result . `NN�J•. �,,E N
A2- (Ibs) �� fir` SF • i
x 79.25 Ar 2A 146 N/A N/A 155 1 146 OK `*4-. TAIT
O 5 Al Aa All At AZ 7.9 473 6.00 2L00 155 5 95 OK
�. A3 7.8 468 N/A N/A 155 4 117 OK - -
�-° 0 F •
147.75 A. 2.3 138 N/A N/A 155 1 138 OK .��
Ag 7.7 463 N/A N/A 155 3 1 154 OK i 0
\\%
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 9/2/2020
L. Roberto Lomas P.E_
` 1432waddlordRd. Manufacturer:Masonite
LewisWle,NC 27023 Report#:514008E
434-68"609 Date: 10/10/2017
11omas Homaspe:com
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYR
3.00 TYP- +{
6.00 I I
18' _
MAX
O.C.
79:25
6.00
�Nti1�• CEN� '�'9
*• � 51 .
I • TAT -0 wZZ
�s AZflRI�P
ONAL` �����
11((l
Luis R. Lomas P.E.,
FL No.:62514
2 of 4 9/2/2020
L. Roberto Lomas P_E.
1432 wooaraM Rd Manufacturer:Masonite
Lew Wle,NC 27023 Report*.514008E
434-ee8-0609 Date: 10/10/2017
rllomas(dWrlomasae.com
Double door with sidelites
- - 37.50 36.38 �-36.38 37.50
18.75 TYP.
6.00 T'P. - 6.00 TYR 18.19 T'P.
3.0o TYP.
6.00
18'
MAX
O.C.
79.25
6.00
���
. . .
N�`J`• CEN • , 'y�%
*• 0 51 �k
TAT 0 •
�O
.
ONAL : G���
!ltitl�l
Luis R. Lomas P.E.
FL No.:62514
3 of 4 9/2/2020
L. Roberto Longs P_E_
1432 Woodford Rd. Manufacturer:Masonite
Lewuvare,Nc 27023 Report IP 514008B
434-688-0609 Date:10/10/2017
riiomas(W riomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 Ihr MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"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 BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4.ALL FASTENERS TO BE CORROSION RESISTANT.
5. 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:HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048')FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7.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.
8. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9.WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL
10.WHERE WOOD BUCK THICKNESS IS 1-1/2'OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAYBE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11.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.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
`` R I I L/0
.V• J�G E 1V 6,,�.•,(P 5-
= 151 •�k
TAT 4F
/II(I0
Luis R. Lomas P.E.
FL No.:62514
4 of 4 9/2/2020