HomeMy WebLinkAboutRevisions OFFICE USE ONLY: q t d
DATE FILED: a' ` 1 1 PERMIT# 0- Tn o�
REVISION FEE: RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462-1553
RECEIVED
APPLICATION FOR BUILDING PERMIT REVISIO 4S
PROJECT INFORMATION AUG � 9 ' ^;';9
LOCATION/SITE S-r. ,woe County, Permitting
ADDRESS: - --- -
27-7 ��1"c,e��sG, 7?S L
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT:#: CG1C (SQTj i'7 ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: C pPa-ra
ADDRESS: X W q95 1 Owl o
CITY: STATE:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: w/A
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: ►jk
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09 m 11sl AV% UL N
Revised 06/30/17 Ruv u' '
,.
........... ....................................................
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Product Approval
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Product pproval Menu>Product or Application Search>Application List>Application Detail
=r„v FL#
FL16708-R9 FAUG
CEIVED
Application Type n 6� f19pCode Version 2017 2 9 ?019Application StatusCounty, Permitting
Comments
Archived = l
Product Manufacturer JELD-W
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assembli
Compliance Method Evalua loTrRepo om a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, RE.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
U. Validated By Locke Bowden P.E.
9 Validation Checklist-Hardcopy Received
Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R9 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31.pff
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 05/01/2019
Date Approved 06/18/2019
Summary of Products
FL# Model,Number or Name Description
16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010871A X,OPO SS 2017-02-09.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16768 R9 AE PER4663.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing -
Limits of Use Installation Instructions
Approved for use i HVHZ:Yes FL16708 R9 II A010872A X,GLZ SS 2016-08-26.pdf
Approved forus de HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resista t:Yes Created by Independent Third Party: Yes
Design Pressur . Evaluation Reports
Other: FL16708 R9 AE PER4438.1 SS 2017-11=17,pdf
Created by Independent Third Party: Yes
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX,OPQ SS 2017-02-09.p
df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX,GLZ SS 2016-08-26.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9'AE PER4440.1 SS 2017-11-17.p�df
Created by Independent Third Party: Yes
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO,OX OPQ SS 2017-02-09.pddf,
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010876A OXO,OX GLZ SS 2016-08-26.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4442.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
-- PREPARED'BY.
JEL. V, e'" BUILDING DROPS,INC.
W 1, O W.3," �S= DO Q i'o' 398��A9E8M. ,STE.338
' - 371/2".MAX: Vx:(9S,Q399E4.
�_O.A.WIDTH~ FAR:1984I744A738
wee..,•weymm�ean, —
DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX: a
O.A.
IMPACT APPROVED WIDTH $
5 z 10 �Om
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVI-1Z) 3 ` o N z o'n m
8 Cc W
1. C O Q rs N
Z Z
GENERAL NOTU' O
`E5:
511
zF -G01. THE'PRODUCT SHOWN HEREINISDESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT.FLORIDA �^ F m 5 E3 ACTIVE 0 p 4UQ Q 0
BUILDING CODE.(FBC),.INCLUDING HVHZ:AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: .-i - a S m �'� Z yy
v. TAS 201-94 ¢ s ® z Z." s Z 4 Q. /coo.
TAS 202-9a 3.z LL s o ACTIVE N c O s W Wg,.
TAS203-94 ¢ 5. 5. z ],n p a h. .J W
?30 = ozxa wo Qw
2. ADEQUACY OF THE EXISTING STRUCTURAL''CONCRETE/MASONRY OR 2X FRAMING'AS.A MAIN WIND FORCE. O z a / -": V 0 #
tn
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND.TRANSFERRING APPLIED PRODUCT LOADS TO THE }�} Lu t°e
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF F a
INSTALLATION. p-
vLI
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L Lzy I ~
A SPECIFIC SITE. IF SITE CONDITIONSCAUSE INSTALLATION TO DEVIATE FROM.THE REQUIREMENTS DETAILED a 4 s s a 9 3 •4 s' s a s REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a 4 a 4 4 a 4 4 a 4 4 4. 4 4 dd ADA Sill,:MPLor1o,Radius LL GL /23l14
DOCUMENT. � 'TYP:ELEVATION 1 TYP.ELEVATION 2
Add GU Hard-te LS O8/24/16 e•a^Boox xFJGxi :
4. APPROVED IMPACT PROTECTIVE SYSTEM IS.NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT W- anoRmexr
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS.CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. c r uu
IPNO SNA LLNO(BEBEVBODUCEO u wHOIVMr
vnrxovrwxmEn coNsaraeunnlNcmc oaays,roc
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID;BLINDS.BETWEEN AFrnunora,Awmoxs,we9uc"nne,oe H`
GLASS,DECORATIVE,:AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTU. uAnaxes Fo n{IsooamFxrnaFxm Fc4mmE8Axs
VP I Ai PCFBn ICATON
H-497 SILL
WATER INFILTRATION AT
R TEST
7 REMAINING SILLS NOT RATED FORMEETS WA ER INFILTRATION. IF AUTHORITY HAVING JURISDICTION PREQU RES THAT \\\\��S`F rJ'o,���i�
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALLBE USED WHEN INSTALLED AT LOCATION PROTECTED BY �i�
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH-LENGTH+OH HEIGHTIS:a1,0 `��:, •• 'AO i
' NOTE:
DOORS SHOWN ABOVE MAY BE LEFT _ 2 7
OR.RIGHT HAND OPERATING DOORS.
TABLE.OF CONTENTS moi7
�tC BrGn 4:Ww° =0�
'SHEET REVISION SHEET DESCRIPTION �S9s.0 Ar,e°a (7 `-
_ iePECFAI6/.��F,M1�195r8
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES Olglralfy signed by Hermes F.Norem,R
.... . ...... Reason:Tam approving this document..
3. 8 OPTIONAL 2X BUCK ANCHORING DETAILS - Date:2016.08.2619:14:23.04'00' `
MAX.OVERALLDESIGN.PRESSURE(PSFj DATE:' ,02.05.14:
4 B : � '. VERTICAL ASSEMBLIES - NOMINALSIZE 'MISSILE
5B ,HORIZONTAL ASSEMBLIES. . CONFIGURATION - INSWING OU IN IMPACT DWG. Y: CHK., Y:
_.. _ .. WIDTH HEIGHT .. RATING .. GLjT7M ,SS/MSS
6 B GLAZING DETAILS. POS. NEG.
7 B. - WOOD SUBSTRATES " X V-0" 6'-8 65A8' '658 65"8 658 LMI&SMI SCALE: NTS.
DWG.,#:A0108.72A
X RADIUS 3'-D" 6'-8" 65A° '.65° 65A8 .;65° - LMI&SMI
8 B _ CONCRETE SUBSTRATES: _ - ., . SHEET; OF10
9 B COMPONENTS&BICC OF MATERIALS
X- 3'-0" &-0" SOA 50 '50"'� 50 UMI&SMI
10 B COMPONENTS A:SEEGENERALNOTE7,SHEETI,FOR WATER INFILTRATION APPROVED SILLS.
B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH'USE OF GU HARDWARE,ITEM N27
- . PREPARED BY:
INSTALLATION NOTES: `
1;. ONE(1)INSTALLATION ANCHOR IS REQUIRED.AT EACH ANCHOR LOCATION SHOWN. ,. Q
2, SHIM AS.REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACKTOBE1/4'INCH.SHIM.WHERE SPACEOF1/16INCH ORGREATER.00CURS:.SHIM(S).5HALLBE 398E.—ABEACH BLV,SM 3M
CONSTRUCTED OF HIGH DENSITY.PLASTIC OR BETTER. MNAKAW R33 F
37.1/2"MAX.. , PHr1954y99�4ie
3., MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH - AAx:(Bs41T4aAise "
wee;wwP,b"RAPgarow.m,+
STUCCO,FOAM,.BRICK VENEER,AND SIDING. 3"TYP
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TYP. = w
OR HAVE A CORROSION.RESISTANT COATING,AND SHALL.BE INSTALLED IN ACCORDANCE.WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. j.. z J o $
5. FOR HOLLOW.BLOCK AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION ANCHORS1NTO MORTAR p.Q Z 'o m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE a p Q u'+w o v
SHELL&BLOCK: - -
C ga=v
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAMEAS'FOR 2%BUCK.. x - rola
0
CONCRETE/MASONRY CONSTRUCTION. - m x
m m �
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE q'
FOLLOWING PROPERTIES: L9°+ O O y
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z OF u 9 u Z 0
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z 4 ¢ ¢ U °
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM.C-90 WITH MINIMUM COMPRESSIVE STRENGTH y O Z
`OF 2000 PSI AND GROUT CONFORMS TO ASTM C.476,MINIMUM GROUT COMPRESSIVE:STRENGTH OF 2000
PSI. —1 o.
°
D.HOLLOW BLOCK CMU-.UNIT STRENGTH CONFORMS TO ASTM C-90 WITH.MINIMUM COMPRESSIVE STRENGTH - / - V � .
OF 2000 PSI.
B: SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Is: F-
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. _ ~
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. q2 A2 dADA sill;MP Lock,Radius Lt GL 6/23/14
1 P.ANCHOR LAYOUT Ada GU Heid—e IS 8124/16
.. 2
ANCHOR TABLE
, o
6'8"DOORS B'0"DOORS WIIt100iWIRTRN[ONSFNTOf B��IDING DROPS.INC
glTEP4TON5,4ODGIONS.NWNWNi"FG,OR OMFR
MgRgNG]TOTNIS WNMFNRARENOf PEiMiTFFOglaO
ANCHOR MIN.. MIN.EDGE wN Hopi 1 Ra o
ANCHOR TYPE SUBSTRATE MAX.O:C. MAX.O.C.
'EMBEDMENT DISTANCE 11111 JJJ
SPACING AT SPACING AT
.JAMBS JAMBSF. O
: NOTE•. \\\\��$
2XWOOD,DUCK NO ANCHORS REQUIREDAT THE.SI LI FOR SINGLE DOORS(%)ONLY.
#10 1-1/2" /4 . .• .QOWOODSCREW " "
OR FRAMING
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4q 7`*
1-3/B"-CONC.
ELCO ULTRACON 1/4' CONCRETE/CMU1" 17.1/2" 17.1/4" ��O,�••
1-1/4"-CMU
ITW TAP,CON, 3/16" - CONCRETE/CMU m/.'r 1" '10" 14-3/8" �0ey" 1`\N`\
's.
B2
B2 2-#9 X 2 1/2"PFH 1 l
SCREWS -
DETAIL.D2' DATE: 02.05.14,
• C MUL��p0 HOPPE/GU. - .. ..
..2-69 X 21/Z"PFH TYP
PFH SCREWS DWG. Y: CHK. Y:
INT;SHOOT HOLT
E.LOCATION _ G[.�TJM -SS MSS
. (RH PLATE DETAIL BZ .. .D2 - SCALE: NTSA
MULTI-POINTP.HOPPE/GU 1-BOTTOM SHOOT - DWG.#:A101.08/O-7 2A
SHOOT BOLT BOLT PLATE,
PLATE LOCATION SHEET: OF10
q SILL SECTION VIEW_ �HEAD SECTION VIEW
Z :INYMNGGHOWN OUTGWINGLMIIAR � (mw.mGSNOWN GGIGWING SIMIIAe '
sEE OEraEex sEE OEraFm
.. _ PREPARED BY:
- - m -
BUILDING DROPS,INC.
.390 E.DANIA BEAO BLVD.,STUN
DANIA MCA.FL33000.
' PN:195A1399.a/]e ,
.FAX(954)7"AM
41/2"TYP. 41/2"TYP_. ., wee:WWN b"nm"aa.Ro�mm
.1.1/2"OFFSET 1. - .-
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REMARKS BY DATE
%dd ADA sill,MP,Lock,Radius LG GLO6123A,
P.ANCHOR LAYOUT Add GU LS 8/2411e
RTIOnAEDl BUQ In C[IROtEIE/MATONRT-
O,
' ANOSMALLNOTBP REVROOVETOIN WiIOIF pR v,1RT
" \VdNOYf WRITTEN NHSFMOE BOilDIHOORODS,INC
ALTITAT10N5.AOOrtI0N;114NlGMW G,Oa OfN[B
MARgNGS TO TNIS OOw MEM APE NOT VFR MITLEO ANO
VA tDA RCF
11/4"MIN-EMBED TYP. ,31111111 f►►►►,
0
W N -.SEE.TABLE 2X BUCK ANCHOR TABLE
Call a oG 7 O
2 z ANCHOR ,MIN
MIN.EDGE MIN.CENTER 6'B"DOORS B'0"DOORS
ANCHORTYPE .SIZE SUBSTRATE : EMBEDMENT bIST.TO �TO CENTER
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �O': P,;"
SPACING AT' SPACING AT ���.p•• �`-+ Q
ty
2X WOOD INSTALL JAMBS IAMBS i�F ERLtpcENlpq uV" Com`��
- 2X WOOD BUCK . - .. -_- _ ♦.
ANCHOR PER-BUCK ANCHOR TABLE ITWTAPCON 1/4" .CONCRETE/CMU 1-1/4". 2-1Je 4" 2S' 30-1/4 _ �AealA AE 3R'ax �.
.. ... WP.E CEat.O,ERIYtI��39518.
" - ELCD UCTRACON 1/4" CONCRETE/CMU '3.3/8"-CONC_ -
3e 2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL 1-1/4-cn4u
J. LI105s SECTION 3 SIDE YIEW
DATE: 02.05.14
NOTES: , DWG: Y: CHK Y:
GLjCJM SS MSS.
1: ZX BUCK IS'NOTFOR INSTALLATION AT SILO
SCALE: NTS
2, ANCHORS MAY BESTAGGERED ASSHOWN-IN DETAIL4/3.
. DWG.a:A010872A
SHEET: OF10
` PREPAREDBY:
BUILDING DROPS,INC..
395 E.DANIAeE—BLVD.,SIE.338
vH 1954139¢97]8
Fax(9591944.4138
WED. b8EIP9dmv— .
y
11
IMER(OR EXTERIOR EXTERIOR INTERIOR
4 _r INTERIOR EXTERIOR Q c
Q m 5 �' o m q
0� w W ad
rz
.. .._. .. �.: Qq
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OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL , a
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OUTSWING SHOWN-INSWING SIMILAR 4 INSWING .4. OUTSWING Z U
ENDURAZAIL456SF AFCOJ-2297.
w C
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R.
r
REMARKS BY DATE
EXTERIOR INTERIORddADA sill,MP.Lock,RDdWs La et n3(
IMIMERIOR 14
` ERIOR EXTERIOR / EXTERIOR
Add GU w4re HDrdL6 8124116
6
�� ANOSNALL NOT eE PFP0.0DUCtD W tvH01100.lAlrt
WrtNOUTMINITTH CONS[MOf 6U IDiN00POPS;INC
' pLTFAAiION$,ADDDIONS,WGNLGNDNG;Ofl D1HFP
- MANgNGS(OTHIS OONMENiaAE NOT.PEPMIflEO AND
5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL NNa Ai DD lFPA ATDN
4 INSWING/OUTSWING LI ' INSWING 4 OUTSWING ,, es F.1110��'''
ENDURA HCISODO AFCO A-276/0-2000 OPTIONAL AFCOH,497
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INTERIOR - ,EXTERIOR
$ INTERIOR. EXTERIOR
DATE: 02.05.14
' d DWG.Py.. I CHK: Y:
GL JM :SS MSS'
g OPERABLE SILL g OPERABLE SILL SwE#-- NTS
" DwG.-a:40108724
4_ OUTSWING 4. "OUTSWING SHEET: OF10
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F
' PREPARED BY:
HINGE SCHEDULE HINGE DETAILATJAMB:
PLACE#9 X2-142"PFH:SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY
BUILDING DROPS,INC.
6'-8" 3. - 398 E.EM IA BEAC11 BLVD.,STE 338
OANIABEACM03004
4 \.. Px:(95013718098 '
....-. .. .- FAX(9541744A738,
WEB:w Wldingdmpi;mm
3-#8X1.1/3"PFH -
1-REINFORCEMENT
SHOOT STRIP
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1819 '0 o
m
-.INTERIOR �\�\
INTERIOR: x cc J is x _
1-#9•X 2-1/2"PHIWPS 1 s� .. pQ N Fa— �gn .
FLATHEAD WOOD SCREW { t3 Q LQu
'� 1 Oa Qz
. - 3-#9'X 3/4"PHILLIPS : - R z (V o
� ' FLATHEAD WOOD SCREWS
._ EXTERIOR'' 'EXTERIOR��' €� lZ7 •� +'
4-#9 PHILLIPS FLATHEAD WOOD SCREWS
17- USE 3/4LENGTH FOR.6'-8"DOORS O O o'
USE I"LENGTH FOR 8'-0"DOORS 2
1 LOCK JAMB 3 HINGE JAMB '
�Z �GU MULTI-POINT LOCK
5 OUTSWINGSHOWN`-INSWING SIMILAR �OUTSWINGSHOWN-INSWING SIMILAR 5 )TOP/BOTi0MRE1NF.PLATE-ACTIVE PANEL ONLY r
REMARKS BY DATE
%ddADA SIR,MP Lock,Radius LE.GL 6/23/14.
HOPPE
13-#8X13/8"PFH(6'-8"UNITS) Add GV Hardware IS 8/24/16
HOPPE 15-.#8 X 13/8"PFH(8'-0"UNITS)
9.09 X 13/4"PFH. 3-#8)(2 FHCOMES W/HARDWARE
8-#9 X 21/2"PFH W/HARDWARE W/STRIKE HARDWARE GU - -
W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-.MPL STRIKE PLATE 12-#8X 11/2"PFH(6'-8"UNITS) Ano sxauxorBE EPgwucwlx WnrnEOB VAm
WxnOBE WAITTENCONSEMOF adIl018G DaOPS,INC
4-MPL STRIKE PLATES GU 14-#8 X 11/2"PFH(8'-0"UNITS) 4-#8 X 13/8"PFH AEnBAtwns.Awmoxs,wcxtK;rrtlxB,on orxEx
2-#9X5/8"PFH 21 1-REI
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W STRIKE HARDWARE REINFORCEMENT PLATE.�` 1 v u Ar xcE n no
20 /STRHAHOPPE#2512296' c will l(!!!I''
EXTERIOR EXTERIOR
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D:
INTERIOR o INTERIOR c ��i�O��•� ExaV" r.\���
gs'
PBVF CEaYgq�ilQaQ� s
11 11
4 MULTI-POINT LOCK JAMB. 5 MULTI-POINT LOCK JAMB 6. HOPPE MULTI-POINT LOCK' DATE: 02.05.14
.� OUTSWINGSHOWN-INSWINGSIMILAR 5.. OunWINGSHOWN-IN$WINGSIMILAR. 5. TOPREINFORCEME'NTPLATE-ACTIVE PANEL ONLY DWG.TYi CHK., Y: '
.. ROCKWELL HARDWARE HOPPE/GUHARDWARE GLt1..JM S5' MSS
SCALE: NTS.. .
DwG.#:A010872A
SHEET" OF40
- `PREPARED BY::
BUILDING DROPS,INC.
398 E.DANIA�BEA0I BLVD.,STE.338
OANIM1BEACH,R33DDI
vN:(954(399b/)B
WO(:(9S4)7441738
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INTERIOR EXTERIOR 'INTERIOR EXTERIOR INTERIOR 'EXTERIOR , INTERIOREXTERIOR H U Co
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m TEMPERED GLASS" f 1/8"TEMPERED GLASS f'm 1/8"TEMPERED GLASS ?m BY DUPONT QR,.
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N DO7199 SILICONE, N y 0 a,
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OW 995 SILICONE - DOW 995:SILICONE " ,
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22 23 24
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1 6'-8" GLAZING DETAIL �2Z8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL 4 GLAZLNG DETAIL ddADA silt,MP Lock,R3dWs LE: GL /23/14
Add GU Hardware LS /24/16
6 201/2":MAX.D.L.O.WIDTH 6�. 201/2"MAX.D.LO.WIDTH' 6 23 7/8"MAX.D.11-0.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS
- 62'1/2'"MAX.D.L.O.HEIGHT 7$1/2"MAX.D.LO.HEIGHT 78 7/8."MAX.D.L.O.HEIGHT IN 6'8"UNITS AT OP+/•65-PSF ONLY
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NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS. DATE: 02.05.14
:BETWEEN GLASS,DECORATIVE,EXTERNALWROUGHT'IRON -
ANDRADIUSAREAPPROVEDINALLGLAZINGDETAILS,SHQWN DWG. Y: CHK: Y:
Q. ;ABOVE..
GL ,1M . SSS`MSS
r - .. - SCALE: NTS
DwG-s:A010872A
SHEET: OF10
.. _ ,. PREPARED BY:
AN
2X WOOD BUCK
BUILDING DROPS,INC.
hS 398 L DANIA DEA OLVD.,STE.338
MIN. DANIp BFACH,F13700/
zip
EDGE DIST.. %� WOOD ANCHOR vO,IDsal39s4a>e,.
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SEE TABLE SHEET;2 oq SEE TABLE ON SHEET
WEB WwwhullNREdmVimm
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HEAD
d �
1 HEAD (TYPICAL) 2 JAMB(TYPICAL) 3 OPERABLE'SILL a s
z 4.
OUTSWING SHOWN-INSWING SIMILAR.. 7 'OUTSWING SHOWN-INSWING SIMILAR , INSWING-NO ANCHOR REQUIRED O Y
ENDURAZAIL456SF Eu _
SILICONE n`
SILICONE SILICONE E=
F
REMARKS BY DATE
2X WOOD BUCK. 2X WOOD BUCK dd ADA sill,MP Lock,Radius LL. GL /23/14
Add GV Hardware L6 /24/16
2X WOOD BUCK
ANO S MALL NOi DE R-UEYO iN-LE OR OARS
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL �DDSWR�LDON�,D.ODiL�NGDRGR�,w0
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7 OUTSWING-NO ANCHOR REQUIRED T INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED `11111111I//,�
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DATE: 02.05.14
DWG: Y: I CHK: Y:
g ° OPERABLE SILL g OPERABLE SILL {1�-OPERABLE'ADA SILL �L 1M SS.MSS
7 OUTSWING.NO ANCHOR REQUIRED 7 OUTSWING-NOANCHOR.REQUIRE7O' INSWING/OUTSWING-NO ANCHOR.REQUIRED - SCALE: NTS
AFCO:A•117 ENDURAZOBL4S65F ENDURA.HCIS000
DWG.-#:A010872A '
SHEET: OF10
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW, _
SECTION OF HEAD OR JAMB AS.LONGAS MINIMUM. '7
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED: -
PREPARED BY:
MIN, N 1X WOOD BUCK BUILDING DROPS,INC.
EDGEDIST. - (OPTIONAL) SILICONE 398 E.DANIA BEACH BLVD.,STE.338
SEE TABLE SHEET 2 �_ '".a uAPH:BEAOI EL338B1
H ": PH:195Ej39Y8E78
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SEE TABLE SHEET 4' W FAQ
1 HEAD(TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL u y{1
8 OUTSWING SHOWN-INSWING SIMILAR I� OUTSWING SHOWN-INSWING SIMILAR $. INSWING-NO ANCHOR REQUIRED p 0
'
- - - - ENDURA'ZAIL4565F H U
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REMARKS BYJ DATE
tlADA sill,MPLock,Radius Lt.:GL 06123114
,d d•. .d e_ .6 d
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CONCRETE/ - CONCRETE/ CONCRETE/
MASONRY MASONRY' MASONRY
BY OTHERS BY OTHERS BY OTHERS AnosxAunoraE AEvxowcm ix vmD�Eoxv+nr
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8,
OUTSWING-'NO ANCHOR REQUIRED - $. INSWING-:NO ANCHOR REQUIRD 8 OUTSWING�-NOANCHOR REQUIRED �0 �S'F11j0,�Z/i/
AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 `����f�2�,• //��
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BY OTHERS - BYOTHERS BYOTHERS DATE: 02.05..14
$ OPERABLE SILL X91 OPERABLE SILLOPERABLE SILL DWG. Y: CHK. Y:
'
$'
OUTSWING-NO'ANCHORREQUIRED $ OUTSWING-NO ANCHOR REQUIRED - - 8 OUTSWING/INSWING GL TJM- .SS
-NO ANC • MSS
<
AFCCIA-117 ENDURAZOBL4565F ENDURA HC15000 ADA SCALE: :NTS .
'6WG.M A01 MA
'
OPTIONALLY,ANCHOR CANSHEET: OF10'
BE PLACED IN NARROW -
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - X
.. PREPARED BY:
BILL OF MATERIALS -
ITEM# DESCRIPTION MATERIAL
FINGER-JOINTED.PINE
FRAME HEAD/JAMBS ENDURA ZAIL4565F BUILDING DROPS;INC.
SOLID PINE O O 398 E.DANIABEAOI BLVD.,BTE,338
1 FRAME HEAD/JAMBS VARIES,SEE BOM AT LEFT THRESHOLD DANIABE ,Pe93004
LAMINATED.VENEER I _ 1 PWNS4J399 n
LUMBER -1— 1 - ". KAxt9s4na a�ie
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2 (NOT USED
3 .... "_ (NOT USED) - I
) 14.563" I—4,56"
4 ENDURA ZAIL4565f THRESHOLD - U_ LU
8. � o�N off'
5 AFCO 1-2297 THRESHOLD - a p ,°,�<55a
6 AFCO A-276/P-2000 THRESHOLD " ti a LL
-
7 AFCO H-497 THRESHOLD ". C)
8 - AFCO A-117 THRESHOLD - O AFCO J-2297 OAFCO A-276/P-2000 THRESHOLD
THRESHOLD z Z
9 ENDURAZOBL4565F THRESHOLD - C 1
10 ENDURA HCI5000'ADATHRESHOLO - _r 2 Np,
URETHANE FOAM&
11 WEATHERSTRIP
POLYETHYLENE
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE
5.621, _I 0'
13 (NOT USED).
14 (NOT USED) - �.
0
15 .#10 WOOD INSTALLATION SCREW W/11/2"'MIN.EMBEDMENT' STEEL
16 CONC./CM UANCHOR'(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE
dd AOA sill,MP Lock;Radius Lt. GL 6/23/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL O ..AFCO H-497 THRESHOLD O AFCO.A-117 THRESHOLD Add GU H.,d.B,B 6 8/24/15
18 KWIKSET LOCK SERIES 4DO STEEL
19 KWIKSET DEADBOLT SERIES 780 STEEL
ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT GS[XJC)CJC�� ArrosNAUNorae RE w0tin 4mmc P,vir
w moitEwBl Rconsort[B01E0 c0RDP3pnc
20 ROCKWELLMULTI-POINT TONGUE LATCH#732287808-0UNIT STEEL + - uTEaenoNs,g00m0as cxtcNEu+B,ox mNtR
4'.S8"
ARgNG3T0Tu1S OOCVMEN ARf 0 PE NiE0AN0
INVP iOA WRCRnFNFT
21 HO PPE MULI,POINT HARDWARE HL59000 STEEL
•22 ODL LITE.KIT.(LMI), ..6063-T6 ALUMINUM. �I107TI'
_t
23 FLUSH GLAZING LEG FIBERGLASS
24 ODL LIPLITE KIT(RADIUS LITES) PC ABS 1� •:�0 r
7
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 418784091 STEEL * 6~7F
26 — HOPPEMULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL -
27 GU'6ECURYS-BOLTMULTI POINT STEEL ENDURAZOBL4565F ENDURA HC15000 ADA
THRESHOLD 10 THRESHOLD
iBPt. /g"0edevj% as"
�-4:56"-�
DATE: 02.05:14
..
. :.DWG. Y: .CHK. Y:
GL> JM SS MSS
SCALE: NTS
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SHEET: OF10 _
,.. PREPARED BY:
BUILDING DROPS,INC.
320 E.BAHIA BEACH 0M.,ST.338
BAMA4EACH,%33B84
195AI35}4478
ROGKWELL'MULT-POINT'LQCK 21 HORPE MUTT-PAINT LACK 27 GU SECURY S=BOL7 MULTI PAINT PH;
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DATE: 02.05-14
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pwG:a:,A010872A
SHEET: OP10
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