REV-16-2476 �. � Miami Shores Village
\Q Building Department ,EP 0.7 2016
10050 0 50 N.E.2n d Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax: (305)756-8972 13Y: i
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 2014
BUILDING Master Permit No. PLC - 12 - 1 5 - 314-7
PERMIT APPLICATION sub Permit No. P1T,n Z�� (p
❑BUILDING ❑ ELECTRIC ❑ ROOFING X,REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
a�^ �" CONTRACTOR DRAWINGS
JOB ADDRESS: l"�I N S1 o(Q ►)r
City: Miami Shores County: Miami Dade Zip: ��►3�
Folio/Parcel#: I I - ?)9 0, )— 0 2� J Q'7�420 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: // Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder):_I�IU►'( V-Od 1 d s)& Phone#:
Address:
� p � oce
City: IVB, 01.4j, S�Q(Cry State: Zip:
Tenant/Lessee Name: Phone#:
Email:
1
CONTRACTOR:Company Name: (-,Oyx fVQQ WrP Phone#:
Address: 1 (O U St
City: W (ilk"( State: r'1/ Zip: 81,
Qualifier Name: N �Q do vI ff! Phone#:
State Certification or Registration#: C-6-C Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ . Oo Square/Linear Footage of Work: MosoV
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description Work: U i S,On � CAra C(OO'C0,�' CjVi C UM n �
clwyoua
Specify color of color thru tile: ,,��A.1
Submittal Fee$ Permit Fee$ M-rr" CCF$ �rn CO/CC$
Scanning Fee$ 30 'A Radon Fee$ a- Ql DBPR$ � �1 Notary$
Technology Fee$ �• 1 0 Training/Education Fee$ 6 -G) Double Fee$
Structural Reviews$1� ' Bond$ )���
TOTAL FEE NOW DUE$ �C
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lend-A-4Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approve nd a reinspection fee will be charged.
1
Signature A k I 1 Signature
OWNER or AGENT A— CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of �Q�I,�M 1 je-4-- 20 1 by day of 20 ( (41 b
th51[ _,who is personally known to VI 1cWr✓ who is personally known to
me who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
ASign: Sign:
Print: Print:
• ANA LUCIA SIERRA ti�pY P ANA LUCIA SIERRA
Seal: ° MY COMMISSION#FF 224104 Seal: - '__
MY COMMISSION#FF 224104
EXPIRES:April 23,2019 ' 'o' EXPIRES:April 23,2019
Bonded Thru Notary Public Underwriters ° P;,� Bonded Thru Notary Public Underwriters
APPROVED BY Plans Examiner Zoning
a
Structural Review Clerk
(Revised02/24/2014)
M® MIAMI-DADE COUNTY ;
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) v
www.miamidade.eov/eco n om
BP Glass Garage Doors& Entry Systems,Inc.
1511 W.2nd St.
Pomona,CA 91766
SCOPE: 1
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Models BP-350/BP-450 HD Glazed Aluminum Sectional Garage Door up to 18'-0"
Wide x 8'-0"Height
APPROVAL DOCUMENT:Drawing No.BPC003,titled"BP-350/450 HD Glass Garage Door",sheets 1
through 7 of 7,dated 06/01/2009,with revision C dated 01/05/2016,prepared by Building Drops, Inc.,
signed and sealed by Hermes F.Norero,P.E.,bearing the Miami-Dade County Product Control revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
*see
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000..
LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model nilmber,-the
in
•*0* 0000..
positive and negative design pressure rating,indicate impact rated if applicable,installation k on drawmi ¢
reference number,approval number(NOA),the applicable test standards,and the statement reacU�rng"Miami-Dade •••••• t
County Product Control Approved' is to be located on the door's side track,bottom angle,or'diner wrface of a�atmel. a 0
0000 .. . •000•
RENEWAL of this NOA shall be considered after a renewal application has been filed andahss%kas beeposo change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a reMW4r change it the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsementof an3Zp"t,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tai compl with ani section
of this NOA shall be cause for termination and removal of NOA. 0 . 6'
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and i
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA 414-0211.09 and consists of this page 1 and evidence page E-1,as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 16-0314.09
MIaMNaaoe eouNrr Expiration Date: January 17,2021
Approval Date: June 23,2016
6 Page 1
I
BP Glass Garage Doors&Entry Systems,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.BPC003,titled"BP-350/450 HD Glass Garage Door", sheets I through 7 of 7,
dated 06/01/2009,with revision C dated 01/05/2016,prepared by Building Drops,Inc.,signed
and sealed by Hermes F.Norero,P.E.
B. TESTS "Submitted under NOA#10-0802.02"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
along with installation diagram on three Series/Model BP-350/BP-450 HD Hurricane Line,
glazed sectional garage doors,prepared by Architectural Testing, Inc,Test Report No.
97392.03-301-18,dated 06/04/2010,with Revision 2 dated 11/03/2010,signed and sealed by
Joseph A.Reed,P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Building Drops,Inc.,dated 01/05/2016, signed and sealed by
Hermes F.Norero,P.E.
"Submitted under NOA #14-0211.09"
2. Product evaluation report prepared by Building Drops,Inc., dated 01/07/2014,signed and
sealed by Hermes F.Norero,P.E.
"Submitted under NDA#12-0124.03"
see* 3. Product evaluation report, complying with FBC-2007 and 2010,prepared by Building Drops,
0000.. 0 0.0 .dated 01/13/2012, signed and sealed by Alexis Spyrou,P.E.
• ••••
E;--:-�QUA[ttTV•ASSURANCE
:...•: 1. 0•It Uai-Dade Department of Regulatory and Economic Resources(RER)
. . 0000 0000
E.0'" MATLRTAL CERTIFICATIONS
0000. ... 0000..
0000..
0000..
R. STATEMENTS
• ""' •
-Statement letter of code conformance to the 51 edition(2014)FBC and of no financial
• •• ••• interest,issued by Building Drops,Inc.,dated 01/05/2016, signed and sealed by Hermes F.
• •• Norero,P.E.
"Submitted under NOA #14-0211.09"
2. Statement letter of code conformance to 2010 FBC and no financial interest,issued by
Building Drops,Inc.,dated 09/23/2013,signed and sealed by Hermes F.Norero P.E.
Carlos M. Utrera,P.E. i
Product Control Examiner
NOA No. 16-0314.09
Expiration Date: January 17,2021
Approval Date: June 23,2016
E-1
i
{
s
BP-GLASS GARAGE DOORS &
N'-6US66M 6E DDOPS
ENTRY SYSTEM INC. 6EN151wzld:
7 Pomona.G 91756
INSTALLATION NOTES; PH:(626) Fx:(bz6)579-S32C
1.ONE(i)INSTALLATION ANCHOR H REQUIRED AT EACH ANCHOR
BP-350/450 HD . 6ag6—`—
LOCATION SHOWN UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE GLASS GARAGE DOOR
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION. I / 3:3ZoZ O N m
3. INSTALL INDMDUALINSTALLATION ANCHORS WITHIN A (V.VC. PAT.) — HURRICANE SYSTEM �� $v
TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE 8 "s
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF Z�
TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHORTO THE NEXT. I- Lppy<((J
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD GENERAL NOTES: -i w m p
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 v 4(1 M
j INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
E
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR MANUFACTURED TO COMPLY WITH THE STH EDITION
BETTER. FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS
BBB BEEN EVALUATED ACCORDING TO THE FOLLOWING:
S.FOR INSTALLATION INTO WOOD FRAMING USE 3/8 INCH LAG • TAS 201-94 -N+ ..
SCREWS OF SUFFICIENT LENGTH TO ACHI EVE 3 INCH MINIMUM . TAS 2D2_94 TABLE OF CONTENTS
EMBEDMENT INTO WOOD SUBSTRATE. TAS 203-94 m ti Ha Ha
SHEET REVISION SHEET DESCRIPTION
5.FOR INSTALLATION DIRECTLY INTO CONCRETE/MASONRY,SEE 2.ADEQUACY OF THE EXISTING STRUCTURAL I ,
TABLES A-C(SHEETS)FOR MINIMUM DIAMETER AND MINIMUM CONCRETE/MASONRY AND 4X FRAMING ASA MAIN WIND 1 C INSTALLATION A GENERAL NOTES �J W W
EMBEDMENT INFO. FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND L T 'n 1-
2 C ELEVATION,ANCHOR LAYOUT,6 DETAILS
TRANSFERRING APPLIED PRODUCT LOADS TO THE Q Q d
7.FOR INSTALLATION THROUGH STFFL STUD,USE 3/9 INCH FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 3 C VERTICAL,HORIZONTAL SECTIONS A GLAZING DETAILS �--� Z U 7
DIAMETER STEEL BOLTS OF SUFFICIENT LENGTH TO ACHIEVE A ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 0 O LL i
MINIM
HORIZONTALF-
M OF THREE(3)THREADS OF PENETRATION BEYOND 4 L HORIZONTAL SECTIONS v J
STEEL STRUCTU
3.4XBUCKS(WHENUSED)SHALLBEDESIGNEDANDANCHORED N )
TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.
5 L ANCHOR TABLES A BRACKET DETAIL > Zw
8,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 6 C BILL OF MATERIALS A COMPONENTS (,u 'n U)
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Q Z [.1
VENEER,AND SIDING, OF INSTALLATION. 7 C COMPONENTS � O = OJ
V) i
9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE 4,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
s MADE OF CORROSION RESISTANT MATERIAL OR HAVE A AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC LUCI
I
39 CORROSION RESISTANT COATING. SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED o ,c m U
10.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC Z
• INSTALLATION ANCHORS INTO MORTAR JOINS,EDGE DISTANCE DOCUMENTS FOR USE WITH THIS DOCUMENT. •i,c�Ia2I„•`
IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK. S.APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED DESIGN PRESSURE RATING •�Y,..V � .S O,
! i-.•"" TMy{,�:T�
11.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 6.DOOR FRAME MATERIAL:ALUMINUM 6005-TS DESIGN PRESSURE-ALL SIZES IS57:.E IMPACT RATIN l{ IL
ke
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITHa
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY 7.DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME '+ 3 �+
THE ANCHOR MANUFACTURER. •• M"oAffACT4LNITH RI.UMU�JM @NTT FFRMING SHALLBE .65,0/-65.0 PSF' SMALL AND LARGE
• PROTECTQD INACCORDAIACE�/ITIRHESTH EDITION F8C MISSILE IMPACT RATED
12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE • • •• • • • • • I
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING8.GLA M S E QU E I�SbFA51�A•E 3300-04 GLA55PROPERTIES: `H&V.r%SBEE C�Gl3 N:DE4Aj. 'REMOVABLE REINFORCEMENT REQUIREDA. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 9.EPDM GLAZING GASKET HAS BEEN TESTED IN ACCORDANCEC. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM WITH FBC 2411.3.4. - Y -aC-90&GROUT CONFORMS TO ASTM C 476.GROUT SHALL = U Z
HAVE MINIMUM COMPRESSNE STRENGTH OF 2000 PSI.SEE • •1O.#P HURRICANE6YSTEMjS PATENTED IITJI�USA• � p V)
FEC SECTION 2105.2.2.1.2(3)FOR GROUTED MASONRY • • • • • • • • • WG#:
REQUIREMENTS.. • • • • • • •• • • °' BPC003
D. STEEL-MINIMUMYIELD STRENGTH OF 33 KSI.MINIMUM •• • • • • • • • • • •
WALL THICKNESS OF 118 MILS(11 GAUGE) • •• • • • • • • •
•• • ••• • • • SHEET: 1 OF'7
i 1
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
... . . . ... . .
. .. .. . . . .. ..
. . . . . . . . . .
... . . . . ... . .
162�y,(pMN ••• • • • • • • •�'�00'j18'�')O.A.DOOR WIDTH
LANBON <�R HAN6ERBR,�C�;ETS • • • • • • • • • OFFSET UP TO
L}ANJ6Hd..Et lEEi. AT TRACK END
A
BY OVERS ••• • • OEtAIL 4 12.0"FROM ANY BRACE LOCATION
H111111 11WHIM111111mulffikuTB DETAIL r.aw55 GARAGE 00085
6 EMP/SYSTEMS.IIS.
15/3 w. v17
C �3 wnm",u 91]68
J • • • • • • • • • xw4'Qj?LLaroy:'iowcl.om��1t0
•• •
• II DETAIL 251.7 My(. 25•MH�.
GIi44Nii10WIDTH PIN107k' M
�( pvTio ri
X� pw
DETAIL 5 E F G a a��p E'°
INSTALLATION 4 4 3 I I I I 4 4 4 <*j ~ A m
ANCHOR ' 96.00" 'Y.n'i R i; � w
(8'0")OA �"i''jP o Ht
ANCHORS DETAIL
TAIL6 DOOR �a o .
24.90"O.C.. I oil
HEIGHT H to o
MAX.
DISTANCE I I I I m
o �
0.120"WALL p .N�. o ui
ALUMINUM PANELS II DETAIL II m ti
OPTIONAL >`
9. O 1/4"20 BOLTSAT ANY SECTION
BOTTOM MAX.
11w
DETAIL 8 A O o
BP ALUMINUM BRACE I D H Z O <
REMOVABLE REINFORCEMENT DETAIL 7 F^^54.00"MAX.(TYP) 54.00'MAX.(TYP) 54.00'MAX.(TVP) 54.00"MAX.(TYP) P
(PERMANENTLY ATTACHED NEAR DOOR I"I f LL
OPENING USING 1/8"THICK AIRCRAFT
CABLE) i'RcD=R =D > �d p
REFER TO MANUFACTURER'S 1/8•AIRCRAFT CABLE-ATTACH ro�yil�wMYrlbRli LJ w a
INSTALLATION MANUAL FOR STEP BY ONE END TO ITEM 13 AND THE an" .,f-A2AL.Qa M () p a
STEP INSTRUCTION DETAILS OTHER END TO THE NEAREST � !�
SUBSTRATE. "yS
Gay ` to
ANCHOR LAYOUT INTERIOR ELEVATION a. '
eo
DETAIL 1 DETAIL 2 DETAIL 3. DETAIL 4 DETAIL 5 DETAIL 613 DETAIL 7 DETAILS �Q. ..•.......�`
(4)1/4'X V2'
SELF-TAPPIW 16
SCREWS I
BP-GLASS
GARAGE ��.. •�'
17 19 � '22 V Z
(6)1/4'X1/2• 10 (4)ll4"XS/2' 13 6 13 23 PERMANENT N.O.A.PLAQUE oo N
(4)1/4'X 1/2" (4)V4"X 1/2" (FOR INSPECTION
SELF-TAPPING SELF-TAPPING SELF-TAPPING SELF-TAPPING VERIFICATION) DW6#:
SCREWS SCREWS SCREWS SCREWS BPCO03
SHEET 2 OF 7
a
NOTE:HEADER DETAIL CAN MATCH
ANY OF THE JAMB AND/OR ANCHOR ITEM 21-THROUGH BOLT WITH WING
TYPES ON 4 OF 7. NUT(SCREW IN FINGER TIGHT AND KEEP I
MIN. ITEM 14 AND 15 ARE ADJUSTED ATTACHED TO ITEM 12 DEFLECTION
EMBEDMENT15 BRACKETS WHEN REMOVABLE
15 IN PLACE DURING FIR5T I
16 14 14 INSTALLMENT,THEN REMAIN REINFORCEMENT IS NOT IN USE) 26 11 21 21 12 a�cmm ssv TE oow.
PERMANENTLY ATTACHED TO 3 1511 w.2"651.
Pawn,G 91166
ITEM 13 THEREAFTER PR(626)M2-1716 :(626) 20
9 5
O 000000
a"..c..cP P9•o.P..Pa
m
INSTALLATION ANCHORS Y
THROUGH HEAD 6 ogao
o Sl> 7
BRACKETS.SEE ANCHOR �i 111
TABLE A.SHEET 5 FOR 13 13 =w�G V 24
EDGE DIST. ANCHOR OPTIONS. a
4 6 LL
I 2 of a�ppp
22 REFER TO MANUFACTURER'SI m'A m Z<m
21 12 INSTALLATION MANUAL FOR STEP I <(. �. p ~4
21 BY STEP INSTRUCTION DETAILS ON 1ii�i 1u < ?G"c
REMOVABLE REINFORCEMENT vi a/m�wO
000000 O O �' Lu
O.A.DOOR 18
HEIGHT 25 Q VERTICAL SECTION a ui
21 3 INTERMEDIATE RAILQ � �
11 5/16'O.A.LAMINATED GLASS
3 CONSISTING OF:
2 1/8"AIRCRAFT CABLE- 1/8"ANNEALED GLASS 11/8"ALUMINUM PANEL m F' a'
ATTACH ONE ENO TO ITEM 0.100'PVB INTERLAYER I I F
13 AND THE OTHER END TO 3/32"ANNEALED GLASS GLAZING GASKET -7 w w �yP
g VERTICAL SECTION THE NEAREST SUBSTRATE. MINIMUM L p
/ \DUROMETER=70 O O < a
/ GLAZING GASKET / \ H Zo v N
3 TOP RAIL / MINIMUM DUROMETER=70 p Z v
2 u-
/ , 2 I ( u a O
( Lu
1/4'MIN. \ p p = p
1 /4"MIN. \ PANEL IN
\ 3 V Z w
3 13 GLASS BITE \ 3 \_ L e Lo
I 2
12 PANEL DETAIL
HEIGHT O.A. 21 _ GLAZING DETAIL � �. • �-- `
1B o00oo0 0
z p
21 25 3 ANCHORS PER BOTTOM BRACKET REQUIRED 2 _ '40
21 • zy •(54REW 6N FIWGES TIG"AND KEEP IN PLACE
22 • •WIRENIkEAN VARL@REINFORCEMENT I5 NOT IN ti
11 (? Tj K P 1�7I Fl�FROM DIRT AND DEBRIS) W �
4 21 • ••: •5 AW. R V B,SHrbET 5 FOR ANCHOR
SMON.HQ
R.00IILT REVLSiD o T ui
MIN. •i��rllaY► 3 7 �o - Y� i�
n n EMBEDMENT Ams 111. 8 '"2 2 U Z
• .. sn112n+o. p HORIZONTAL SECTION In a tn
VERTICAL SECTFQ� •
• • • • •• • • 3 VERTICAL MULLION DW6#:
3 • • • • • • • BPC003
BOTTOM RAIL •• • • • • • •
••• • • • • • SHEET:
3 of 7
... . . . . ... . .
. . . . . . . . . .
. .• •• • . . •• ..
... . . . ... . .
... • . ... •• •
. .. .. .• .. .
. .
. • • . . • • • • •
i
3"TRACK
3"TRACK •• • ••• • • • 8.00"MIN.JAMB
8.00"MIN.JAMB • •• • • • • • • • CLEARANCE
CLEARANCE •• • • • • • • • • • • 3"TRACK 2"TRACK
• • • • • • •• 8q0"MIN.JAMB
2"TRACK • • • • • • • • •CLEARANCE 6.00"MIN.JAMB
6.00"MIN.JAMB • ••• • • • • 2"TRACK CLEARANCE
CLEARANCE 3/8"LAGSCREW 6.00"MIN.JAMB 1�+`...::•. e°-uwsse"R" p°dL5
1;•,l " 'y "�•a S@IIAY SYSTEMS,INC
WITH MIN.3" . .. :.,.�:
e G EMBED. CLEARANCE :: �}ai•.-«`.-:� ;y`•. .;.' MASONRY RSC 91M
MIN. EDGE • CONTE ••• •• • • • 1" MIN MIN. EDGE a" _' FILLED WITH Pc(as�<z-md x:(sze)msalm
DISTANCE i BY OTHERS • • • • • • • EDGE DISTANCE J,..;a-y'' i GROUT ° 3iD00 ow j
A • •• • • • • ••• DISTANCE "`%J.:;T ;�"•".;".: f m
{.-
e CON�J2ETE ANCH$_ • • • • •i • '".,�{1,:J� 't `'�Y.�- CONCRETE ANCHOR.
SEE TAJjlfi C,iIEGT • • • • 4X W000 +"TSS ••'•a J�'• SEE TABLE C,SHEET ��. Z Ci 1t
T .G 3" �IN BUCK BY .;7;t.':�"L7y. 5 FOR ANWOR 0� D Z,6
25
a .a n Q 5 ROR ANCHOR •.y,•.,:'��.:'.:•-:. ?�•i pauJ v ->m
MIN. a a• EMBEDMENT OTHERS MIN. ?1. .n•, Z
OPTIONS. ,.•.�,.'- OPTIONS. 2p N m
EMBEDMENT EMBEDMENT
3 27 I 1 27 1I,n � BOJ m <w
9 DRYWALL 9 DRYWALL g DRYWALL
cf
OPTIONAL OPTIONAL OPTIONAL �N �< m ui o
26 8 LOAD BrING 26 8 26 8 LOAD BEARING F' °L m
SHIM UP TO 1/4" OR LOAD BEARING SHIM UP TO 1/4" OR
1X/2X WOOD/STEEL SHIM UP TO 1/4" OR 1X/2X WOOD/STEEL
2 v 2 1X/2X WOOD/STEEL 2 o
26 FRAMING BY OTHERS 26 FRAMING BY OTHERS 26 FRAMING BY OTHERS < Iv 4: ui j
WHEN USED WITHWHEN USED WITH WHEN USED WITH o ^
i
10 DRYWALL 10 DRYWALL 30 DRYWALL m
HORIZONTAL SECTION XHORIZONTAL SECTION HORIZONTAL SECTION W o L
4 JAMBS-DRYWALL OVER CONCRETE 4 JAMBS-DRYWALL OVER 4X WOOD FRAME 4 JAMBS-DRYWALL OVER CMU p
ANGLE MOUNTED ANGLE MOUNTED ANGLE MOUNTED Q
ZZ O < d
3"TRACKH O v)
8.00"MIN.JAMB p u t
3"TRACK CLEARANCE 1 oc P 6Z 1
8.00"MIN.TAME 2"TRACK STEEL TUBE > 9 a d O
O
CLEARANCE 6.00"MIN.JAMB w w Z a ���••+++
2"TRACK CLEARANCE o O S Q
6.00"MIN.JAMB 3/4"MTN.EDGE kn i5 DISTANCES < w {
CLEARANCE {
STEEL TUBE DRYWALL
MIN.11 GAUGE OPTIONAL Z < m v
fI IF BACKING IS
I ( SOLID STEEL
3THREADS
zz
MIN.PENETRATION " r` '` 27 I 3 Z'.
` y
MIN.1/4"X 1-1/4"FILLET 27 3 BEYOND STEEL STRUCTURE
LOAD BEARING 26 W i
WELD REQUIRED AT 8 SHIM UP TO 1/4" OR 1X/ZX 8
EACH SLOTTED ANCHOR WOOD/STEEL FRAMING BY OTHERS �t. , TY; Eli
LOCATION 26 WHEN USED WITH DRYWALL pn • 3Y' .
ON TRACK ANGLE ••rA.:�
(9"FROM BOTTOM, 3/8"STEEL SCREW
24"O.C.) 1113 X2 (DRILL ANDTAP 5/16" 26 2 kc5
1�ikp
DIA.MIN.,TYP.) q ~' �= z 4
ORIZONTAL SECTION ORIZONTAL SECTION ¢li�(IIZZ((77�aZT DWGQ#D/� 1
4 JAMBS-STEEL 4 JAMBS-STEEL W/DRYWALL '•" V I V OO 3
REVERSE ANGLE MOUNTED ANGLE MOUNTED SHEET: A OF 7
f
Type Anchor Substrate Embedment Edge Distance C.C.Distance Type Anchor Substrate Embedment Edge Distance
3/8"1TW Redhead A7 2000 psi Concrete 33/8' 31/2' 61/2" 8"Hilti HDI 2000 psi concrete 19/16" 3 8"
Epoxy 3 8"Sim son AT 2000 psi concrete 13/4" 3" 61/2" Drop-In 3/8".ITW Redhead .20D0 sl concrete 1 8". 278"
3/8"Powers Smart DIF 30M psi concrete. 19/16" 41/2"
3/8"HIItiHY150 MAX 2000 psi concrete 13/4" 3" 61/2" B&ENTRY6iARABEono0.5
3/8"HiltlKwik Boit3 3000 psi concrete 212" 31/2" 67 2"
ALL ANCHOR OPES STMEISTED ABOVEVALIDFORMMSPECIFIEDSUBSTRATE SPECIFIED I'll
6eNI'llW 1,Ms,INc
/ / ANCHOR OPTION MUST MEET MINIMUM EMBEDMENT AND EDGE DISTANCE SPECIFIED 16n W.bd sr.
Pom"m.G 91166
3/8"HIM Kwik Bolt 3 rout filled CMU 21/2" 31/2" 651/2' PR.C62042 Fx:(6767'593320
Expansion 3/8"ITW Redhead Wedge 2000 psi concrete T. 31, 61/2 ANCHOR TABLE B-SILL ^+ «^•^*
f
3/8"Powers Bolt Expansion 3000 psi concrete 21/2" 31/2" 61/2" in
�" n
3/8"Redhead LDT 3000 psi concrete . 21/2" 2" 61/2" aN �1 it
3/8"Redhead LDT groutfliledCMU 212" 31/2" 61/2"
Tapcon/ 3/8"Dowers Wed a 2000 psi concrete 21/2" 3" 61/2' =w F r� v]ze�+
Wedge 3/8"Powers Wedge grout filled.CMU 21/2" 31/2" 61/2" g a SY
S V
Bolts 3/8"SimpsonTiten HD 3000 siconaete 23/4" 31/2" 61/2" ��_H j mw
Type Anchor Substrate Embedment Edge Distance
3/8"Hilti Kwik HUS-EZ 3000 sl concrete 21ii YYS
,/2" 3"
61/2" YP uni `c mo o
3/8"Hilti Kwik HUS-E2 grout filled CMU 15/8" 4" 61/2" 3/81Hild HDI 2000 psi concrete 19/16' 31/2" C
Wood Drop-In 3/8"I7W,Redhead 2000 psi concrete 15/8" 27/8 w m Uj o
Lag Screw 3/8"Lag Screw 3" 1" 21/4" v
min S.G.=0.55) 3/8"Powers Smart Dl+ 3000 psi concrete 19/16' 31/2" �' a< °"
Steel 3threads 3/8"ITW Redhead A7 2000 psiconcrete 33/8" 31/2" �4
penetrationEpoxy 3/8"Simpson AT 2000 psi concrete 13/4" 3"
Bolt 3/8"Steel Bolt (118 mils min. 3/4" 21/4"
wall thickness) beyond steel 3 8"Hilti HY350 MAX 2600 psi concrete 13/4" Y'
structure 3/8"Hilti Kwik Bolt 3 3000 psi concrete 21/2" 31/2." m
ti � N
3/8"HIM Kwik Bolt 3 rout filled CMU 21/2" 31/2"
ALL ANCHOR TYPES LISTED ABOVE VALID FOR MIN.SPECIFIED SUBSTRATE OR GREATER Expansion - � ,n
• ANCHOR OPTION MUST MEET MINIMUM EMBEDMENT,EDGE DISTANCE,AND C.C.DISTANCE SPECIFIED 38'ITWRedhead Wedge 2000 psi concrete 3" 3" w o
•
ANCHORAGE ATBRACKET MUST CONFORM TOAPPI.ILABLEBWLKETDETAIL BELOW 3/8'Powers Bolt Expansion 3000 psi concrete 21/2" 31/2" Z 0 0
ANCHOR TABLE A-HEADER O
3 8"Redhead LDT 3000 psi concrete 11/2" 2" H Z OO < SL
3/8"RedheadLDT routfilledCMU 11/2" 31/2" o Z m
Tapcon/ 3/8"PowersWed a 2000 psi concrete 2 2" 3" H
ANCHOR 1"k CL LL
LOCATIONS W�edsse 3/8"Powers Wedge- grout filled CMU 21/2" 31/2" �LU v d O 0
3/8"Hilti Kwik HUS-EZ 3000 psi concrete. 21/2" 3"
3/8"HIM Kwik HUS-EZ routfilled CMU 15/8" N' ? w
Lag Screw 3/8"Lag Screw Wood Q
3„ 1" LU u,
(min S.G.=(155)OEO
oc
BRACKET ANCHOR LOCATIONS FOR INSTALLATION Steel 3threads a, "< m. v
INTO WOOD FRAME OR STEEL SUBSTRATEpenetration
Bolt 3/8"Steel Bolt (118 mils min. 3/4"
BRACKET DETAIL A wall thickness) beyond steel
(WOOD/STEEL INSTALLATION) structure q•: a
• ALL ANCHOR TYPES LISTED ABOVE VALID FOR MEN.SPECIFIED SUBSTRATE OR GREATER
ANCHOR • ANCHOR OPTION MUST MEET MINIMUM EMBEDMENT AND EDGE DISTANCE SPECIFIED
LOCATIONS
•• •• • • • • • •• ANCHOR TABLE C-TRACK
•• • • •• • • • ••
O OrnomrrPEW= )"o Z YZ aF
BRACKET ANCHOR LOCATIONS FOR INSTALLATION ".W.0ynM•A*ABtRriOB < f1 T= UZ
3,6 INTO CONCRETE OR CMU • ••• • • •• • 6•i1AU6 C•/e O C, �j Ln
BRACKET CIVIL B: � � � �• � � � DWG#:
(CONCRETE/CMU INS7ALLATIOM) • • • • • • • BPC003
•—�• • • • • • • • tr
•• • 000 • • s SHEET: 5 OF 7
• • • • • • • • • •
• •• •• • • • •• ••
• % •• • • • •• ••
• • • • • • • • • •
••• • • • • ••• • s
• • • s 350 TOP/BTM./SIDE GLASS STOP
BILL�F 9ATEPYALS • O ALUMINUM RAIL O ALUMINUM
ITEM NO. DESCRIPTION • • • MATERiAL• • 1 MvkNUFACTURER TYPICAL WALL TYPICAL WALL
• • • . • • • • •
THICKNESS:.060" THICKNESS:.OW'
• •• • • • • i - - f— 1.750"
1 350 TOP/BTM./SIDE FRAME RAIL ALUMINUM BP GLASS DOORS �{ 1-00( OP-GLASSvSYSTEED0015
2 GLA55 STOP ALUMINUM BP GLA55 DOORS 0.060° 1711 W.Ld 5t.
Po .C 91,65
3 GLAZING GASKET . • •EpDh► • • • • GLSJ- j —
3.243" nn(sze"9x-tn �) sln
4 WEATHERSTRIPPING • • • • • • GLS 0.43T' 0.050"
5 INTERMEDIATE RAIL(UPPER) • •••ACUMINUJ1 • • dPGLA55 DOORS � 8�;<y z#
= < Z a
5A INTERMEDIATE RAIL(LOWER) ALUMINUM BP GLASS DOORS WEATHER STRIPPING INTERMEDIATE RAIL
O RUBBER O (UPPER)ALUMINUM gnuWa x(L
6 INTERMEDIATE HINGE 14 GA.STAINLESS STEEL BP GLASS DOORS TYPICAL WALL TYPICAL WALL �� w v
7 VERTICAL MULLION ALUMINUM BP GLA55 DOORS THICKNEss:.063" THICKNE55:.065"
tD= v j Z w
a
1.610"
1.750" o mvr�e mZc
8 ANGLE 14 GA.STEEL BP GLA55 DOORS 0.063" (�� 0.065" 6 o Z
9 TRACK 2" 15 GA.STEEL BP GLA55 DOORS
1.555" 1
10 UNIVERSAL HINGES#1-#9 12 GA.5TAINLE55 STEEL BP GLA55 DOORS i
it HF-PIN BRACKET 12 GA.STAINLESS STEEL BP GLASS DOORS o.e3e" J a N a i,
12 DEFLECTION BRACKET 11 GA.GALV.STEEL BP GLASS DOORS 5A INTERMEDIATE RAIL O INTERMEDIATE HINGE
(LOWER)ALUMINUM STAINLESS STEEL m '51Hti
13 REMOVABLE REINFORCEMENT ALUMINUM BP GLASS DOORS TYPICAL WALL
THICKNESS:.065"
14 3/8"U-BOLT&LOCK NUTS STEEL BP GLASS DOORS 10 0 Z a
15 U-BOLT PLATES 12 GA.GALV.STEEL BP GLASS DOORS F----� 1.75a' 1.688" • 1.688" O o Q
16 TOP BRACKET 1/4"STEEL BP GLASS DOORS 0.065" [� I I--1 0 o N g
17 TOP FIXTURE 12 GA.STAINLESS STEEL BP GLASS DOORS 1.366" 1 _II�. �1 2.500" H o Z
18 350/450 TOP AND BOTTOM RAIL ALUMINUM BP GLASS DOORS T �l > d $ o
19 BOTTOM FIXTURE 12 GA.STAINLESS STEEL BP GLASS DOORS cx
LL)11 ? w
20 3/9"DROP IN CONCRETE ANCHOR STEEL BP GLA55 DOORS 5 <
Lc
21 1/4"-20 HEX BOLT&NUTS STEEL BP GLASS DOORS oWc
22 1/4"NUT STEEL BP GLASS DOORS L
23 FLOOR FLANGE 12 GA.GALV.STEEL BP GLASS DOORS " ,•
24 3/8"X 3"LAG BOLT STEEL BP GLASS DOORSIn
25 1/4"X 1/2"SELF THREADING SCREW STEEL BP GLA55 DOORS v
26 1/4"X 1/2"CARRIAGE BOLT STEEL BP GLASS DOORS
27 1/4"X 20 GALV.THRU BOLT W/NUT STEEL BP GLASS DOORS
►F l:7I;fT S.EVI�b m mz
sr-4a�tY�fi v:•n Cw lLrtl+a ..: J
�vgx"nce:a �0 3 v
DWBPCO03
SHEET: 6
QF 7
OVERTICAL MULLION ANGLE TRACK UNIVERSAL HINGES#1- HF DEFLECTION BRACKET
ALUMINUM O STEEL O STEEL 10 STAINLESS STEEL 11 PIN BRACKET 12 STEEL
TYPICAL WALL TYPICAL WALL TYPICAL WALL 2.534" STANINLESS STEEL
THICKNESS:.065' THICKNESS:.100"
491r
TIII " THICKNESS.125' L • -.0.1
T}
0,100
1.420' 2.915" 1422" Q 1 r "
V-
G�UGi55GwA.MzmGE5H..
0
0.063" 3ENRYSYSTEkS.
)N
1.750" 0.125' 1.500" 0000000000 O ro-..aAm
PH:I626H2 X
02.761 1.4 00.620'
- 7.202" 7.000°
1744 p ^A
.
9§
� m
d
3Z0
m
0.101" y �`�<� $u e--
® 16 TOP BRACKET Pox o m m
0.112" 2.76 STEEL �d
REMOVABLE REINFORCEMENT 14 U-BOLT 15 U-BOLT PLATES
13 STEEL STEEL 4.863" v f m
ALUMINUM w o
2.363" FF g m
0.375"
-+-I 2.353" �-►- }. t ob 0.363' �' o =+
0.100" 1.000"
1.613" oui
r F
;7,* 2h2" 2.675" -----
T
_ 10 0 T- m ti
W
0.100' IT
3.250" �1 Y���'„IO7.226" 0.250"
a3t�s- 7.. z H o v n
17 TOP FTXiVRE-S"• L 350/450 TOP 4ND BTM.RAIL BOTTOM FIXTURE0 ca
STAT Uss EL r' 18 ALUMINUM ti 19 STAINLESS STEEL a o
j4 k.rc 'S
w w
750,
s�
oo <3.1937tu
six2.375" 3125"
R0.20
0 0 2
5.500" ft236
I'
0.106" 'Not .
AJ
aO .>
'_I
---�-�- 1.750" x.470" d
,� ? r7,� �' '_"' ."`' ` " r•"c,�"" �• • • • • • • 1.500' � ��� i>!
• • • ••• • ,t,
��•r.» ..Z3° .S Eel. �• • . • . . • . .
r�. •• •• • • • •• 1.750" rmum -T"vwo
row %,ru eammir filo
, �i H
80.300" Ara�Ir�w L4•oq• 6 3�' __ Z
`�'�,,,�.. • • • •• • •jcam..• ;• •• ; ; • ; ; ; ; BPC003
0 • • • SHEET: 7 OF 7
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• • • • • • • • • •
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TRIO
D E S I G N C ON S U L T ANTS
August 26, 2016
City of Miami Shores, Florida
Permit No. RC-12-15-3127
Re: Revision Narrative
Residence Renovation and addition for
9301 N. Bayshore Drive, Miami Shores, FL.
Changes and revisions in this submittal are as follow:
SP-1.0(REV.04.05.16 Health Dept. Comment)—Was never included in the permit set; and calls for the
Avocado tree to be removed.
SP-1.1 (REV. 04.05.16 Health Dept. Comment) —Includes the Health Department Stamp and hand written
note that was never included in the permit set. The only information from this sheet that varies from its
previous revision, has to do with septic plumbing notes and details requested by the Health Dept. Please
refer to 'Drainfield Cross Section', `Septic Tank System Notes', `Notes', 'Building Information for Septic
System', and 'Surveyors Notes'.
SP-1.1 (REV. 08.16.16 Coord. Revision) — Proposing a revision on the driveway design,to match the
approved walkway design.
A-1.1 (REV.08.16.16 Coord. Revision) —Replacing the proposed Garage Door Manufacturer and NOA.
Please find new NOA attached.
S4.1 (REV. 08.16.16 Coord. Revision) —Structural details for the proposed driveway. Please see
Section 04, and detail 05.
S4.2 (REV. 08.16.16 Coord. Revision) —Structural details for the proposed driveway. Please see
section 05.
E-1.0(REV. 08.01.16 Field Coord.) —Provided power for the Dosing Tank Pump; and added an instahot
water heater to the BBQ sink. ••�,
E-1.1 (REV.08.01.16 Field Coord.) —Provided power for the Dosing Tank Pump; and added•al*snstahot•.••.
water heater to the BBQ sink. •• •
Y
P-1.0(REV. 04.05.16 Health Dept. Comment)) —Includes Septic System informk?ticDf that wag*Weer ....
••
included in the permit set. i.•...
P-1.1 (REV.08.01.16 Field Coord.)—Provided water line to the BBQ sink. *
fl•••• 00 s•i• :.:se
P-3.1 —Updated Isometric to reflect the Septic System information as well as thAWpJVr line jpr the BBQ•,,000•
sink. `
•
Should you have any questions, do not hesitate to contact this office. :...:. *too**
i
Sincerely, ••••••
t
Mike Stroh
Project Manager
17100 COLLINS AVE. SUITE 220
SUNNY ISLES BEACH, FLORIDA 33160
T: 1 .305.940.0555
F: 1 .866.295.3579
WWW.TRIO-DESIGN.NET