224 S OCEANWALK DR RES22-0285 REVISION 11-16-22 Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
J City of Atlantic Beach Building Department GRAY IS REQUIRED.
f 800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES ZZ-OZ S
❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: ////5 /Z(22 Z
Project Address: 2 2 / V C ea rj 14/Iii//` (iv' /v, So-
Contractor/Contact Name: /d1ve/7 ( f
Contact Phone:( !U`/) 71 -U& < Email: /0 r Q/Y) / /. cc4tT
Description of Proposed Revision/Corrections:
/-)a-/ i t/:"7 C-e i /foi / F'c r /"C 6/7,s h,v f h%r-1 d 4)o&''G,Drs c/ 0-75-/.7. cr-
4 . - - -V. ., - - 'r S C'.e! //✓)j Fa r! S� 1Y,it/in S i'/r f ji r<�� r rm61 /A21
1 Q,u/i d r y coo!'v7/ch!(/i5/hi-fire/046e 6o'i f;
1CGI /a tv/ti or,f - /orfrt�a- Orcuecf Q10`Jrev& ri '
FL /L/; / 8. /
I /-Ordr-e LI t .e-t affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
/VU
• Will proposed revision/corrections add additional square footage to original submittal? re may-eV
No El Yes (additional s.f.to be added: ) a a((L,
• Will proposed revision/corrections add additional increase in building value to original submittal?
YNo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
•
•
AMERICAN CRAFTSMAN
WINDOWS
INDOWS
AMERICAN CRAFTSMAN WINDOWS SILVER E SILVERLINEDIAND
DOORS
ONE DRIVE
NORTH BRUNSWICK.NJ 08902
SILVER LINE WINDOWS AND DOORS PH:(688)741-0354
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V1 SERIES/50 SERIES PICTURE & FIXED SPECIALTY 3
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5Q rs E
WINDOWS (2050)(NON-IMPACT) wE m J
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GENERAL NOTES: u D:m Jaw
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS o i
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MANUFACTURED TO COMPLY WITH THE CURRENTSHEET SHEET DESCRIPTION ti a y LL
EDITION FLORIDA BUILDING CODE(FBC),EXCLUDING w w o Z w
HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE GENERAL NOTES 8 GLAZING DETAILS z Z 0 N
FOLLOWING: 1" O
2 ELEVATIONS 8 ANCHOR LAYOUTS
• AAMA/WDMA/CSA 101/1.5.2/A440-11 '� w o_
3 VERTICAL SECTIONS w U L'
2. ADEQUACY OF THE EXISTING STRUCTURAL a m m o
4 HORIZONTAL SECTIONS � LU
CONCRETE/MASONRY,2X FRAMING,AND METAL
FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM 5 INSTALLATION NOTES,ANCHOR DETAILS B SCHEDULE 5
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CAPABLE OF WITHSTANDING AND TRANSFERRING w
APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE F 0 < m
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF r z
RECORD FOR THE PROJECT OF INSTALLATION.
DESIGN PRESSURE TABLE .. = rm m Z J'n
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED an, z -' 5c = u -„I—
AND
AND ANCHORED TO PROPERLY TRANSFER ALL LOADS SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 0 a. o V y
TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF 60.0'%73.0' '0' +50/-50 PSF NON-IMPACT
INSTALLATION. \\tot111t11/7j,
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4. TI-IE96.0'%54.0' '0' +35/-35 PSF NON-IMPACT S 0 ''''
INSTALLATION DETAILS DESCRIBED HEREIN ARE ,i. •� "j�
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS �. tE �
FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE \,\ '.O
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS N. 7 . To
DETAILED HEREIN,A LICENSED ENGINEER OR Z.1I
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS sir o.A. A S A OF i D: r
FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. INSULATED GLASS �
IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE - ?-c.l`tT • •10P': 40:
OBTAINED FROM MIAMI-DADE RER OR AHJ. % RIOR EINTERIOR ;..SSS NAO.\\
5.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED '//V7j/1 JL t t1� \\
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
GLAZING NOTE: / Heaee F.NO MNe
RESISTANCE. • GLASS THICKNESS AND TYPE SHALL
ttowA P.E.No.
COMPLY WITH ASTM E-1300 GLASS 1 MS B.DANIA BEAM DANIA BEACH naea.�
6. WINDOW FRAME MATERIAL:PVC CHARTS REQUIREMENT HIll.I W ren CENT OF AUTHORIZATION O am
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ti�_. 3 SLEHDAM BEACH BLVD •538
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. vY MBITE LASS _-- lJ DANIA BEACH.FL 53004
GLAZING DETAIL PH(954)599-88478 PS.(95611744-4738
8. DESIGNATIONS"X"AND"0"STAND FOR THE FL#: 14918
FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL DWG #.
Digitally signed by Hermes F Norero SW D 0 2 4
Reason:I am approving this document SHEET: C
Date:2020.12.17 18:51:11-05'00' I OF 5
1
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
3
Z Lu = N
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F 0 C N
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UNIT MAX. _ o
WIDTH 96.0' x o
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HERMES F.NORERO
FLORIDA P.E.NO.
SW E.DAM BEACH BLVD.0.5.BTL 3.111
DAACH.ft
FBPE CERT.OF OF BEDT
AHORMAPONTON NO.zan.
BUILDIDROPS,
QBE F.
NG DANIA BEACHINCBLVD.,.338
DANIA BEACH.FL 33004
PH.(954)799-8478 FX 054)744-473B
FL#: 14918
DWG #:
SWD024
SHEET: 2 OF 5
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)761-0354
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I O❑O E HERYRA F.M0RlRO
FLORIDA P.E NO.73771
WS E.DAVM BEACH BLVD..STE.w
DAIMA BEACH.FL 11091
FIDE CERT.OF AUTNORQATMIN NO.23070
BUILDING DROPS,INC.
ED VERTICAL SECTION 39NARANIA FEACH BLVD 0330
PH(950)399-8478 FX I954)744-4738
FL#: 14 918
DWG #:
SWD024
SHEET: 3 OF 5
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
3
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FLORIDA
F..MO.70
Flag AF.E.MLVD..6
3w!DANIA BEACH BLVD..fl 339
MMM AUTHOR FL].1904
FVE CERT.OF AOTIKIRISA7M)N MO.39071
BUILDING DROPS.INC.
398 E.UANIA BEACH BLVD..1338
DANIA BEACH.FL 33004
PH 1954)399-8475 FX.(954)744-4738
FL*:
` 14918
DWG if:
SWD024
SHEET: 4 OF 5
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
INSTALLATION NOTES:
0
MIN.EDGE DISTANCE z j Q o ,
I. ONE(U INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE -i ; 2
SUBSTRATE BY OTHERSUSED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. a N
Aild .0 m r Z Z
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tl/2 INCH THE DEPICTED `w N m t1 J
. MIN.EMB. LOCATION 8 SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF II„t.1-a
Ai A, ' 1 1 TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S
C
1311T 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM 7= Z
,1 1 ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. F Z O_
I/4'MAX. j SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. u a P
SHIM SPACE ^o w ¢ 0
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 3 r- u
OO STUCCO,FOAM,BRICK VENEER,AND SIDING. "z N u_
EXTERIOR INTERIOR wNI
z o 7
I' 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT N o N zz 0 a
MATERIAL OR HAVE A CORROSION RESISTANT COATING. 1. N o z
W O
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR w a w LJ r
OANCHOR DETAIL JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE az T wSHELL OF BLOCK.THROUGH FRAME(HEAD) '0 x
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S di 4:, ^
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 0
NOTE: THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. F Z a m
SILL AND JAMB HAVE SIMILAR DETAILS = r 5. w
W m m Z J co
Q N z ° SG= U Z
a 00 U N
``t LltllllltEE/77I
ANCHOR SCHEDULE r``5 O '•ice
.i
ANCHOR MIN.EDGE ` ;'V\'E• ,P f!�
METHOD SUBSTRATE MIN EMBEDMENT .O .'
SCHEDULE DISTANCE NB 7 ,; ..
•7'
WOOD:MIN.OSS SG #10 WOOD SCREW 1.5' 0.75' D
S A OF
METAL:18 GAUGE 3 THREADS MIN IiI 'n``Q IO /i
Steel,MIN. #10 TEK SCREW PENETRATION 0.75' u , C0
THROUGH FRAME Fy=33KSI BEYOND METAL �'1i7/�/n J„-SE?.,`•�
CONCRETE3)16'ITW TAPCON 1.75' 2.5' HOMES F.MORENO
FLORIDA v. .INC.13771
fc=3000PSI 3N E.MBIA BEACH xv0.,m 335
MASONRY:CMU DANIA BEACH,FL 3380
per ASTM C90 3/16'ITWTAPCON 1.75" 2.5' RIPE CFRI.OF AuiNO1lQAllON No.OWE
fc=2000PSIBUl DROPS.INC.
n 598 E.DANIA BEACH BLVD..5338
DANIA BEACH.FL 53004
PH.(954)399-8478 F%:(954)744-4738
FL*: 14918
DWG #:
SWD024
SHEET 5 OF 5