HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
SCANNED
BY
St. Lucie County
LOCATION/SITE
PERMIT # I $ D S 33 )
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CER
BUSINESS NAME: a
QUALIFIERS NAME:
ADDRESS:
CITY: }�. i P rG�
PHONE (DAYTIME):' r7A -Sa R- I L'I0
OWNERBUILDER INFORMATION:
NAME:
CITY: t-9Z1
PHONE(DA
ARCHITECT/ENGINEER INFORMATION:
NAME: Jnhr N I
ADDRESS:
CITY:
PHONE (DAYTIME):
ST. LUCIE CO CERT. #:
Fj
SLCCC.• 9123109
Revised 06130117
E COPY
John M. Foster - Architect
Member - American Institute of Architects - LEED AP August 12, 2019
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project
3214 — 3224 Morning Dew Lane
Permit # 1805-0331
Revision to Sheet "FH-1"
Dimensions shown on Sheet FH-1 for location and clearances of lavatory and
water closet have been revised.
�E OF__FLO
So�NM• FOs� '9
Joh„ m.
one 30" X Ott"
clear floor space
at each fixture
and'appliance (not
required at sink if
base cabinets are
removable)
Fol
L. _ —
clear floor
spaces adjoining
accessible route
into kitchen
Overlapping Clear Floor Spaces and Accessible
Route Provide Maneuvering Space
user pulls
parallel to
7.4
PART TWO: CHAPTER 7
FAIR HOUSING ACT DESIGN MANUAL
CLEAR FLOOR SPACE AT
RANGES, Cocmr®PS, AND SINKS
Unless knee space is provided, space to execute a
parallel approach must be provided at ranges,
cooktops, and sinks. The clear floor space in this
parallel orientation allows the wheelchair user to
make a close side approach permitting safer and
easier reach to controls and cooking surfaces. A
forward approach, on the other hand, is difficult
and unsafe, especially when controls are located at
the back, because it requires seated users to lean
forward over their feet and knees to reach not only
hot pots and pans but the controls as well. See
pages 7.11 through 7.16 for required clear floor
space at cooktop or sink when knee space is
provided.
Space for Parallel Approach Required
at Range and Cooktop
clear floor space for a
parallel approach must
be centered on fixture
centerline of
clear floor space
SCANNED
BY
St. Lucie County
centerline of range
V
i11
OFFICE USE ONLY:
DATE FILED: 1 • i� l
REVISION FEE:
LOCATION/SITE
ADDRESS: (r
PERMIT # O 33
RECEIPT # i rl !AQ ( O
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 JAN 17 2019
(772)462.1553
ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISION
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS: Ci`� /--) I it
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: (J_' e_ 1�
ADDRESS: �7N) 5 He` I,14.,- l
CITY: f� j iE� STATE:
PHONE (DAYTIME): 7-7--2 7J.3- // ?C>
OWNER/BUILDER INFORMATION:
- •
RCHI'
s
ST: LUCIE CO CERT. #:'
FAX:
L
� V
A
NAME:
ADDRES&
CITY:
(DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE: ZIP:
� r
� 3 gw d �. `� i•'
-. ti
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 16
3214 — 3224 Moming Dew Lane
Permit # 1805-0331
Revision to Bathroom gypsum drywall :
January 14, 2019
RECEIVED
JAN 17 2019
Si. Lucie County, Permitting
THEE 9':D_fi.5 AND All PROPOSED WORK
141 6�dEGT TO ANY CORRECTIONS
A tjt N li<A%. RY IN ORDER TOTNAT
C21,1poi e•'ISYi f LL APPUCABLE CODES,
Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2"
Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2"
moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM
D-3273.
If there are any questions regarding thlS revision, please contact me as listed above.
c�r p 3,5 I
5T. LL'CTt CAL'�"C1' BiRt.t)t}7r aI'J"' T_6R'
REVIENVED 1,7OR COM$LIA ' E
REVIEWED BY ��!`�
DATE
PLANS ANT! P �11T , T BE KEPT ON JOB
RILL BE MADE.
s
F
OFFICE USE ONLY:
DATE FILED: 1 3
REVISION FEE:
LOCATION/SITE
PERMIT# I Ow — 0331
RECEIPT#6
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DMSION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 349132.5652
(772)462.1563 JAN 0 3 2919
APPLICATION FOR BUILDING PERMIT REVIE I0,S
PROJECT INFORMATION T, Luele County, Permitting
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: `7D
QUALIFIERS NAME: �
ADDRESS: 0 MO 5
CITY: - "
PHONE (DAYTIME): 7
OWNERMUII,DER INFORMATION:
NAME:
CITY: 1.,j e5-t ft.
PHONE (DAYTIME:
h
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: -
ADDRESS:
CITY:
YTIME):
tk ri 16
STATE:
ST. LUCIE CO CERT. #:
FAX:
ZIP:
ZIP:
John M. Foster - Architect
Member - American Institute of Architects - LEED AP December 3, 2018
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services RtUM"'
Building & Code Regulation Division JAN 0 3 2019
2300 Virginia Avenue
Ft. Pierce, Florida 34982 ST. Lw�154AN i
Sedona Multi -family project - Building 16
3214 — 3224 Morningdew Lane
Permit # 1805-0331
Revision to Florida Product Approvals:
Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620
vinyl frame, non -impact rated, insulated windows may be substituted for the PGT
window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC
= 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf.
Entry door - Gensteel Doors, Inc - NOA 17-0803.01 "Genstorm" 16 gage impact rated,
insulated G-90 galvanized steel door & frame. Hardware & certification tag for UL 90
minute fire rating.
Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C
Load calculations, roof insulation shall be R-30 blown -in fiberglass.
If there o
E op
. ..��NNQM. ,cos C
v
X. m
J M �r
regarding these revisions, please contact me as listed above.
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MI® Sy. LUCIE COUNTY
� LAN REVIEW MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
ED1118M SW 26 Street, Room 4208
74
DEPARTMENT OF REGULATORY AND ECONO G CES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISIO �� 9i T (786) 315-2590 F (786) 315-2599
Doors Inc.
Ville St. Laurent, Quebec, Canada H4T1K6 pA•jE: _
SCOPE: PLUMB:
This NOA is being issued under the applicable ru esP
lations gov ming the use of construction materials. The
documentation submitted has been reviewed and cc,�YOI`ami--15 County RER -Product Control Section to
be used in Miami Dade County and other areas w erndbr-ttTTA ority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration ate' !� , iami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in ar ade 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.
IJESCRIPTION('Series "GenStorm" Outswing Opaque Steel Doors )
APPROVAL DOCUMENT: Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1
through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and
sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control $e3visintEstiamP t��ttth�tl1�I
Acceptance number and expiration date by the Miami -Dade C Product Cori b Sf o�. �T TO ANY COhi c� iG I IS
MISSILE IMPACT RATIN Laree Missile Impart Resistant ARE SU "iE n -
Limitations: Ii,GUIp,=L9 BY FIELD INSPLCTOfs
1. See Design Pressures in sheet 1. See anchor options in sheet and Hardware optic'7js}im$teiatP.il���E�Cii�E�t TO
(positive) DP=+65, where water infiltration requirement is needed. Cp(;I&y WITH ALL AFPLIGAIRE COucC-
2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel o the single or double doors.
LABELING: Each unit shall bear one of the following permanent labels:
Genteel Doors Inc. Gensteel Doors Inc. North American Doors Corp.
4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911
and series and the statement: "Miami -Dade County Product Control Approved".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 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 revision or change in the
materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatics:
of this NOA shall be cause for termination and removal of Is
ADVERTISEMENT: The NOA number preceded by the
expiration date may be displayed in advertising literature. b
in its entirety.
INSPECTION: A copy of this entire NOA shall be provide
shall be available for inspection at thejob site at the request
This NOA revises NOA #15-0825.04 and consists of this pa
document mentioned above.
The subm djC en we anda P.E.
MIAMMADSCOUNrf,
%0\'A
NOA No.17-0803.01
Expiration Date: July 14, 2020
Approval Date: December 28, 2017
Page 1
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file listed below)
2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through 8 of
8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed
and sealed by Yiping Wang, P.E.
B. TESTS (submitted under files #12-022334 NN-1203.02/05-0127.11)
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT)
Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated
10/14/10, signed and sealed by Jorge A. Cause, P.E.
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed
by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01)
3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370-
DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by
Intertek Testing Se -vices, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5a' Edition),
prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Tensile Test, per ASTM A370-05 item B (1) (7)
2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration
Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02).
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51" Edition), dated 08/20/15, prepared by MCY
Engineering, Inc, signed and sealed by Yiping Wang, P.E.
2. Statement letter of Lab. Compliance, as a part of above test reports.
)stOj\.Uy \.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0803.01
Expiration Date: July 14, 2020
Approval Date: December 28, 2017
E-1
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises & renews # 12-022335, expired on 07/14/15.
2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08.
3. Distribution agreement between Gensteel Door, Canada & North American Door Corp, N.Y.
dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through
8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc.,
signed and sealed by Yiping Wang, P.E.
B. Test
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL
7224 dated 02112/14, signed and sealed by Marlin Brinson, P.E.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance t FBC 2014 (5a` Edition) & FBC 2017 (6'h Edition) dated
05/16/17, prepared by MCY Engine , c., signed and se e y ipmg 4�aug, - -
G. OTHER
1. This NOA revises NOA # 15-0825.04, expiring 07/14/20.
2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER
Ishaq I. Chnda, P.E.
Product Control Examiner
NOA No.17-0803.01
Expiration Date: July 14, 2020
Approval Date; December 28, 2017
E-2
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ANCHOR LAYOUT
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(FEUKnEvaoTM)
(DOOR OPENING)
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DY`MAX 1T I;IJ'Y{•TNK AXCNIXi TTE'F`OR 6E/f MAX. 1T ANCMpRTYFEFpi
SILLCORNERS MAX. (IDL) u°ux°°nreE 1RLa' sl-Ortocoxc" SILL CORNERS - (X) µme, s1•ImOcwn
SINGLE DOOR TYR ELEVATION
DOUBLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU TO FOR ACTIVE PANEL ONLY
DESIGN LOAD
BOO FIRNOB1p1N11HOVEOP£ILVLFA
+65.0 DBTFYI �s-w�M1
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- TUS PRODUCT HAS BEEN 6DESIGNED AND TESTED TO COMPLY CODE( THTNE UL RY '21w ��W#j#Aj
Ypp-71�REDUIREMENT9OFTHE6TIEDIRONFLORIOABUIWINOCODE(MP)INLLUOIN BYO.B, BHA0.BElEBBTNAN OR EpUALTO MAX DESIGN LC x ®® ® ®®®HIGH VFLOCRY HURRICANE ZONE(WhIZ). 1RRIIADOCUMEM.OMERSMUSTBEAHCHORED �J GROSS RATED FOR IARGE MISSILE IUPACT AND DO NOT REQUIRE SHUTTERS. ml��
PROPERLY'" TRANSFER LOADS TO ME STRUCTURE
-DOORS AP PROVED FOR INSTALIATON9 WHERE WATER INFILTRATION RESISTANCE ^
R URED SINGLE ROWSEVADHESNECLOSED CELLFOAM TAPE TO -ALOAD OURATION FACTOR IN ALLOWABLE STRESS IS USED
ISNOT ED I .(
BEAPPUEDENTIRE PERIMETEROFFRAMEL
I CXOR
-ANCHORSSRALLBEASUSTED, SPACEDASSHOWNONDETARS.
-DOOR PANEL:MIN.MIN. FY' 551LSI MIN.
ANCHORS EMBEDMENT" BASE MATERIAL SHALL BE BEYOND VNLL DRESSING
F 3KSI MIN.
OR STUCCO.
DOOR FRAME: MIN.1M GA(0.0161 STEEL MIN. Fy •K8 KSI MIN.,
Fw5]K3I MIN.
- ANCHORING OR LOADING CONDITIONS NOTSHOATI IN THESE DETAILS
AREHOTPARTOFTNISAPPRONAL
-DOORPANELSTAINLESSOP 0.0]B•)STNNLESS STEEL
DOOR PANEL MEETING MIN. Fy-65 KSI, FN•53 KSI MIN OR BETTER
- MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME
MAY QUALIFY HAWNO VILCERDFICATPAS A VERIFICATION OF
INFO CONIAGTWITH OTHER DISGIMIIAR MATERIALS SHALL MEET THE
THE AVAILABLE MIN. WELD STRENGTH.
REQUIREMENTS OF THEM EDITION ROMA BUILDING CODE (9017) SECTION AS
APPLICABLE
-DOOR FRAME STAINLESS OPTION: Is 6A (ILMI STAINLESS STEEL
DOOR FRAME MEETING MIN FY- RB KSI. Fw KBI MIN, OR BETTER
-METALSTRUCTURESNOTBYGENSTEELDOORCO. MUSTSUPPORTLOADS
MAYOMIU KAWNGVILCERTFICATCABAV RN DONOF
IMPOSEOBYDOORSYSTEMANDT SFERTNEAITOTEBUROINGMUCWRE
TNEAVAIUBLE MIN. TIEt➢STRENGTR
NOTES.
EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL
OPTIONAL EMBOSSED DOOR LEAF PATTERNS:
/90MUC f MEY16P� YIPING WANG, P E
bmKy15'Yf BiN LYE FTRYT'L FLORIDA REGISTRATION
bdditC& Imo]-�1�Q3•0) PE A559E] .
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TYPICAL THRESHOLD
RATED FORWATERRESISTANCE
HEAD DETAIL -_(A)
OPTIONAL THRESHOLD
MTED FM WATER RESISTANCE
O
w
O
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HEAD DETAIL A
HEAD QUAIL --A) FWWJLLELCO y
TYPICAL ANCHORS(b, THRESHOLD:
TYPE F.1 IW OR 5116" DIA. ULTRACONS BY'ELCO' Fv = 155 KSI Fu
DIRECTLY INTO fd=3000 PSI MIN. CONCRETE
1-12" MIN. EMBED
2-12" MIN. EDGE DISTANCE
TYPE F.2 114"TAPCON BY ITW Fv=90 KSI Fu=120 KSI
DIRECTLY INTO f6=300D PSI MIN. CONCRETE
1-12' MIN. EMBED
2-t12' MIN. EDGE DISTANCE
SEALANT.
ALL FRAME JOINTS AND CORNERS TO BE SEALED
%MTH SILICONE AT PERIMETER
ALL SCREWS SEALED WTH GE SILICONE II
ANCHOR A JAMB BOTTOM CORNER: ANCHOR P. REMOVABLE MULLION BOTTOM: ANCHOR a REMOVABLE MULLION T
TYPE F.3 3116" DIA. ULTRACONS BY'ELCO' FY-155 KSI Fu=177 KSI TYPE F.3 3m" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE E.1 1W SMS OR#14 SMS (MIN. GRADE 2
DIRECTLY INTO fd=3000 PSI MIN. CONCRETE DIRECTLY INTO fG'=3000 PSI MIN, CONCRETE CRS) OR ST/ST
1-12" MIN. EMBED, 2-1/2'O.C. 1-112" MIN. EMBED, 13W O.C. DIRECTLY INTO fd=3000 PSI MIN.
2-10MIN. EDGE DISTANCE 2-12" MIN. EDGE DISTANCE CONCRETE
1-12' MIN. EMBED, 2 12' O.C.
2-12" MIN. EDGE DISTANCE
NOV 15 2017
WING WANG, PE.
FLORIDA REOIS1 TION
PE /5598]
CAN. ]867J
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arSr.�L rroNetC.rLu - AD10-01
MIANI DACE COUNTf 9HCBT 2 OP B
DOOR JAMBIHEADER TO BE 3DOO PSI GROUT
CONCRETE BLOCK 7� FILLED WHEN WIRE ANCHORS ARE USED V041 OUPRIN _) LOCK OPTION i
TIVE
URFACE- SEE SHEET6 INACTIVE
ACVERTICAL ROD
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V
ANCHOR TYPE Fi
DIA. ULTRACONS
�^(j� (1- ° EMBED) 2-r E.D. li
3000 PSI HIM SPA. Y9� EXTERIOR O
SHIM SPACE 13 3 u
GROUT FILLED IVES FACE 12-14x718"SCREWS #8x 1"TEK SCREWS
16 BOLTS @12"O.0 (�6 WO.0
WIREANO
CHN DOUBLE DOOR OPENING WIDTH=96°MAX. 18 GA STEEL ICI l
`(SEE ELEVOII I
FOR SPACING) (SEE SHEET 1) 44"LG ANGLE it
DOUBLE DOOR FRAME WIDTH = 99 7/8" MAX. _
I
--- (SEE SHEET I) +�'`
SEE SHEET FOR
TYPICAL ANCHOR MIN. INACTIVE
(BEE ELEVATION — ACTIVE/ --VON DUPRIN MORTISE
BEOMEN 8 EMA ANCHOR LOCK OPTION PANIC DEVISE>'
FOR SPACING AT FA. ANCHOR IVES SB 453 SURFACE ---(SEE SHEET 6) T
SEE SHEET 1) I MOUNT FLUSH BOLT /
" ---
5
. 'i - ----- - — — ---- --- �- OPTIONAL BOTTOM CORNER ANCHOR DETAIL
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i/4°MAX. �D EXTERIOR iq /RODUCI'YEY®
SHIM SPAC m QP1Yd't wKb H° "wh
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HINGE JAMB DETAIL /+ MEETING STILE DETAIL %11 E.p.wcort<
v LOCK OPTION 92 SHOWN L.% �-
aYISAY PIWse(
TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) R JAMB:
5/16' DI& ULTRACONS BY'ELCO Po=155 NEI FM=IA KSI
TYPED. 318- DO, POWER BOLT SY'POWERS'
TYPEAI DIRECTLY INTO 2BYWOOD BUCK
DIRECTLY INTO Id-3000 PSI CONCRETE
TYPE A2 DIRECTLY INTO fc'=3000 PSI CONCRETE
2-1W MIN. EMBED
1-I W M(N. EMBED
3° MIN. EDGE DISTANCE
2-1Q MIN. EDGE DISTANCE
TYPE E. 5✓1C DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI OR STET
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN, THICK.)
T8' DIA. HLC SLEEVE ANCHOR BY'HILTI'
TYPE B.1 DIRECTLY INTO fd-dDOO PSI CONCRETE, 3' MIN. EDGE DIST.
SIB' MIN. EDGE DISTANCE
TYPE B.2 DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK 3 `IW MIN. EDGE DIST.
STEEL: Fy = 36 K51 MIN.
IAW MIN. EMBED
ALUMINUM: 8063-T6 MIN.
WITH ALUMINUM TO BE PLATED OR PAINTED)
LB° DIA S R BY V2E.41T
TYPECA DIRECTLY INTO fd=4000 PSI CONCRETE, 2-3f8"MIN.EMBED
TYPEG. WIREANCHORWY=60KSD MIN.1CLq
TYPE C.2 DIRECTLY INTO Im'=2000 PSI CONCRETE BLOCK I-1/4"MIN. EMBED
0.17301A STEEL WIRE ANCHORS EMBED INTO3000 PSI CONCRETE BLOCK
2-318° MIN. EDGE DISTANCE
(HEADER/JAMB TO BE GROUTED MATH 300D PSI CONCRETE)
-- 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE
PE #55983
CAN. ZB v
E
Lo
0
N u -
p N s
O � s
AD1O-01
S=3 OF
SEE SHEET 3 FOR
I � j �
MIN.O
TYPICAL
ANCHOR(SEE
ELEVATIONQ8
EMA ANCHOR
SB453 SURFACE BOLT
LOCK OPTIONFOR
SPACINGIATEA.ANCHOR
SHEET I)
L—
OR FB458 FLUSH BOLT-
(SEE SHEET 6)SEE
15
INACTIVE
/ ACTIVE -
C��
'
d
i f i
000
! I l l y
III IllRi
w
U m U
114" MAX,
SHIM SPACE
i6
3 @/
2O
14
G
EXTERIOR �m
^om C
0 HINGE JAMB DETAIL C MEETING STILEDETAIL /F�, N
x� l/ LOCK OPTION#3,#3 OR#10 SHOWN D U c
>? 8 EMAANCHOR 1-}•a2�• =r a:4:
SEE SHEET 3 FOR AT EA. ANCHOR LOCK OPTION
0 m SEE SHE FULL LENGTH (7 n s
TYPICAL ANCHOR . 0 p ; 1 ACTIVE ( ) /-STEEL BAR A-36 INACTIVE ? .Fi N
(SEE ELEVATION �3 0; 7 O W i
FOR SPACING N �?' j W
SEE SHEET 1) I� r—"� _ _ 2 U
• .. __' � o (gym
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0 z am fi
E1112MW
DBEMEN U
�
m
O` 4 S i
1/4" MAX. 3
SHIM SPACE EXTERIOR x
HINGE JAMB DETAIL MEETING STILE DETAIL E m
STRIKE PLATE '`� LOCK OPTION #4 SHOWN D
WITH (2)#12 SMS 8 EMA ANCHOR N
AT EA. ANCHOR (2) IVES SB 453 L ° `
SEE SHEET 3 FOR w SURFACE MOUNT LOCKOPTION Y OZ+
_ TYPICAL ANCHOR �� ACTIVE FLUSH 13OLT(TOP �(SEESHEET6) INACTIVE
. (SEE ELEVATION (�j ! �— 8 BOTT.
\ FOR SPACING •I Q �'°`
\y. SEE SHEET 1) y,iE
3 w
pq
L 9.
l=ulN
I E l l)( I C I ff C I' l i II( li ANCHOR TYPE F2 ( i - _ 1 - 3 5 uN
IN }"x2-r SLEEVE ANC 114"MAx. V 0 L
CJ ` EMBEDED 1-? SHIM SPACE • 3 EXTERIOR 5 4 4 x i _
INTO CONCRETE A a mF
o HINGE JAMBETAI DL l/ /'� MEETING STILE DETAIL D Poll 1 � 78+]
/ O LOCK OPTION 5 SHOWN •:. :.,_. .;.i'�i% w B
an
'0.GRIUA' N1J9SRAlION
0011[f IIL�Rfiay OE fM35993
nolal>i•laW LLefWWx CAN. `R3aaT.^v scut vn
boaft R�
HC822 MULLION
E4UaYa� riff rbsr io-o
REMOVABLE MULLION 22 PEMKO 375 ASTRAGAL W/SPONGE NEOPRENE
WREINFORCEMENT aw Cvr.i :An3o-oi
0
-BQEMA ANCHOR <�0��
j 8 EMA ANCHOR LOCK OPTION AT EA. ANCHOR
SEE SHEET3 FOR AT EA. ANCHOR SEE SHEET 3 FOR c
TYPICAL ANCHOR ❑ m T-"VON DUPRIN" 9875 PANIC DEVICE r—(SEESHEET 6) TYPICAL ANCHOR
(SEE ELEVATION 00 0 . / INACTIVE SURFACE ACTIVE (SEE ELEVATION MIN' o R n
FOR SPACING Or---- CVR VERTICALRO FOR SPACING) EDM
1
SEE SHEET 1) �—"-1
5 ti
1
w w11T MIN.
w E BEDME ' j S t S I 3 + '( ' I - i rc 4¢ w
w
3 114" MAX.
16 EXTERIOR
F C
SHIM SPACE SHIM SPACE _ $n
�_.-_
HINGE JAMB (� MEETING STILE DETAIL /^` STRIKE JAMB DETAIL d: is
DETAIL �/ LOCK OPTION #6 SHOWN V E 0z e
SEE SHEET 3 FOR QQ EMAANCHOR Zj R
�EMA ANCHOR TYPICAL ANCHOR AT EA. ANCHOR W i
SEE SHEET 3 FOR / _AT EA. ANCHOR W O
TYPICAL ANCHOR S`-'VON DUPRIN" 9875 PANIC DEVICE j (SEE ELEVATION 'MIN. ? u
(SEE ELEVATION BEDMEN :I 1 SURFACE LOCK OPTION IVES SB 453 SURFACE' FOR SPACING) MBEDMEN Zi� e
FOR SPACING I 1 VERTICAL RO (SEESHEET6) MOUNT FLUSH BOLT f Wry N� 4SEE SHEET I)
INACTIVE I ACTIVE f x
00
w
a o°o' 4 i S. ! e i! �� a. 1 I j I ';opo °o x
w Um0 O - -- O'mU w Ei'm
!4" MAX. II ) 3 4 ® 14 1/4" MAX.
SHIM SPACE-&- 3 EXTERIOR SHIM SPACE L o o n
HINGE JAMB ^ MEETING STILE DETAIL D STRIKE JAMB DETAIL C Q m �°>+_
DETAIL l.i LOCK OPTION # 7 SHOWN G y 3 a�
e@EMA ANCHOR SEE SHEET 3 FOR BOEMA ANCHOR
SEE SHEET FOR /` AT EA. ANCHOR TYPICAL ANCHOR AT EA. ANCHOR
TYPICAL ANCHOR / r-VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION 'MIN. Q� u
MIN. INACTIVE SEE SHEET 6) ACTIVE FOR SPACING)
(SEE ELEVATION MBEDMEN CVR- "r-CVR
FOR SPACING inN^
SEE SHEET I) i r .IL
y H'• j j 1 ,I I III .f �j F N O19
um
0 O�O'1i 5( P I f r S i 6_
u
1/4°MAX. OI` C 3� EXTERIOR ! ' SHIM MAX '� �.:;,. J.�2A(%
SHIM SPACE' wun_c leu°�� MEETING STILE DETAIL - "n
D STRIKE JAMB DETAIL
nnHc.wauFp
LOCK OPTION#8 SHOWN E
reoDUCTYtYf6Bp
G}6HISAE HEGI9Sg(��HON
��
'• 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE
q w �;'
;'•r�/�. �,
w..m re
hral
i, t�.`; un',..-YY, {i,•t`.
AD10-07
SHEET 5 OF 6
mml =E COUWiY
�: 111I 1� '�.
OPTION 1
ACTIVE LEAF:
VON OUPRIN 982TEO SURFACE VERTICAL ROD WIN G29 STRIKE
USING SIX Oa5mm (11 MACHINE SCREWS AND TWO #14428mm
M9 MACHINE SCREWS SEALED WITH
BE SILICONE IF
HUES BMW SURFACE MOUNT MANUALLY OPERATED FLUSH
BOLT. TO BE FASTENED WTH (2)10 x 1-12 TEKS SCREW t (2)14x1
lAle MS
INACTIVE LEAF:
VON DUPRIN 98MO SURFACE VERTICAL ROD WRR *29 STRIKE
USING SIX 69x25mm (r) MACHINE SCREWS ANDTWO 914Y25mm
(I-) MACHINE SCRVNS SEALED WITH
-GE SILICONE IF
'NEB' SUM SURFACE MOUNT MANUALLY OPERATED SURFACE
BOLT TO BE FASTENED WITH (4)12.14W FH MS
PEMKO 0375CR OVERLAPPING ASTRAGAL
M,Z
OPTION 2
ACTIVE LEAF: TOWN UUP�9875 MORTISE EXIT WITH(2)Wx3WFHMS
LOCATED 30-3PFFROM BOTTOM
INACTIVE LEAF:
1V - SUM SURFACE MOUNT MANUALLY OPERATED
SURFACE BOLT TO BE FASTENED WITH M 10 x 1-IMF FH MS
PEMKO075CR OVERLAPPING ASTRAGAL
OPTION 3
ACTIVE LEAF:
'SARGENP82W SURFACE MOUNTMORTISE LOCK WITH
HANDLE WITH SURFACE MOUNT METALLIC DEA0.BOLT.
LOCATED 38' FROM BOTTOM WITH (2) 8432 xi FH MS
INACTIVE LEAF:
5-3M' LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)#12.24
SCREWS
IVES' SS453 SURFACE MOUNT MANUALLY OPERATED SURFACE
BOLTATTOPANDBOTTOM. WTTL(4)1*20.1d FHMS
SURFACE MOUNT METALLIC STRIKE PLATE AT FHAME HEAD
TO BE FASTENED WITH (2) 610 x 1-1M' FH SMS
OPTION 4 (RBA EXIT WITH MULLION)
ACTIVE LEAF:
PRECISIO W KC2100 RIM EXIT PANIC MECHANISM. SURFACE
MOUNT LOCATED 41-314-FROM BOTTOM WTH BY (4)1D20x
1- W OH MS
NUWON
INACTIVE LEAF:
'PMECISIOM MG210D RIM EAR PANIC OEVICE SURFACE
MOUNTLOCATED41JI4'FROMB0TTOMWIT BV(4)1/4-20X
1• FH MS
REINFORCED MULLION:
HCO22PRECISIONMVROWAREREMOVABLEV (4)t2Oxp
MS OR #14 x V SMSATTOP. t x2 j' SLEEVE ANCHOR
EMSEDDEDti'INTOCONCRETEATBOTTOM.
LOCKOPTIONS CORS ACTIVE PANEL
CAN APPLY TO SINGLE DOORS
OPTION 5
ACTIVE LEAF:
PRECISION HC23N MORTISE PANIC EXIT. SURFACE MOUNT
MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM.
WITH (4)10 x 14/4" FH SMS
INACTIVE LEAF: DOOM. EDGE CONSTRUCTION
'PRECISION HUMID CONCEALED VERTICAL ROD. SURFACE
MOUNT TWO POINT LOCK SYSTEM WITH RRECISIOM PANIC
DEVICE LOCATED 47 FROM BOTTOM WTH (4) ih24 x 1-114•
OHMS DOUBLE DOOR
OPTION 6
ACTIVE LEAF:
'PRECISIOW HUNG CONCEALEDVERTICAL ROD. SURFACE
MOUNTTWO POINT LOCKSYSTEM WITH 'PRECISION' PANIC
DEVICE VM (4)10.24 x I lW. LOCATED 39-1 W FROM BOTTOM
91 INACTIVE LEAF:
PRECISIOW HU20 SURFACE VERTICAL ROD. SURFACE MOUNT
TWO POW LOCK SYSTEM WIRI`PRECISIOW PANIC DEVICE WTH
(4) IM4 x 1-1/4.OH MS. LOCATED 3Mn7 FROM BOTTOM
(2)4iURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO
BE FASTENED WITH (2)11420 FH MS
OPTION 7
ACTIVE LEAF:
'PRECISIOW HC220D SURFACEVERTICAL ROD.
(4) W24 x 14W ON MS. LOCATED 39-YT FRDM BOTTOM
INACTIVE LEAF:
'VIES' SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH
BOLT. TO BE FASTENED WITH (4)12 x 1.114- FH ME
OPTION 8
ACTIVE LEAF:
'VON DUPRIM 9847 CONCEALED VERTICAL ROD WITH PANIC
DEVICE NTH (2) 0-32x 318' FH MS. LOCATED 39a/4' FROM
BOTTOM
INACTIVE LEAF:
'PRECISIOW HC28M CONCEALEDVERTICAL ROD. SURFACE
MOUNTTWO POINT LOCK SYSTEIA NTH 'PRECISION' PANIC
DEICEWTH (4)10.24 x I-W. LOCATED 3MA' FROM
BOTTOM
OPTION 9
ACTIVE LEAF:
'DORMA' CON SURFACE MOUNTMETALLIC HANDLE AT 39 In' FROM
BOTTOM WITH (2)# X 318- PH MS AND (2) N X 3W FH MULTI THREAD
SCREW.
'DORMA' DB060 SURFACE MOUNT METALLIC DEAD BOLT AT 45 IX MOM
BOTTOM WITH (2)114'-20 X I VIF FH MS: (2)#1"2 X 2 WIF PH MS AND (2)98 X
3B' FH MULTITHREAD SCREW.
INACTIVE LEAF:
ONEFLUSH MOUNTMETALUC STBIXE PLATEAT 39 W FROM BOTTOM W
(2)110X1'FHSMSANDONE FLUSH MOUNTMETALUG STRIKE PLATE AT 45
jn2 FROM BOTTOM W (2)98 X 3W FH MULTITHREAD SCREW.
NES• SUM SURFACE MOUNT MANUALLY OPERATED SURFACE BOLTTO
BE FASTENED W TH (4)12 %1-I/4' RAMS
JED ATS{T' MAX. FROM TOP OF DOORTO
TER LINE OF IST. HINGE AND TO BE SPACED U m�
NOT TO EXCEED 37-15/I6' FROM CL TO CL OF Z y
E. TO BE FASTENED BY#12-24 X}"FLATHEAD Az
SINGLE DOOR
STEEL MORTISE HINGE54PEFR LEAF.
0 Sdm
AT11J/4-MAX. FROM TOP OF D00R TO
2 a2
1NE OF AST. HINGE. AND TO BE SPACED
BI =e4
TO EXCEED 25-5H6°MAX. FROM CL TO CL
y
. TO BE FASTENED BY#12-24 x�x"
OD H�
MACHINE SCREWS.
f
ACTIVE LEAF:
E
E i
TORMA' CLTW SURFACE MOUNT METALLIC HANDLE AT 39 In'
�q
FROM BOTTOM WITH (2)#8J X M8• PH MS AM (2) b X WV FH
MULTI THREAD SCREW
o 0
VORMA' DBBBB SURFACE MOUNT METALLIC DEAD BOLT AT 45
y
IWMOM BOTTOM WITH(2)11C.20 X I W'FH MS: (2) SIM2 X 2
®o4i
WIF PH MS AND(2)a X Y8• FH MULTI THREAD SCREW.
®a v
INACTIVE LEAF:
Q�
'NW F8158 FLUSH MOUNT METALLIC RUSH BOLTS AT IS
AND 71'FROM BOTTOM W(4) N X 31B' FH MULTI THREAD
W
SCREW.
Y6
ONE FLUSH MOUNT METALLIC STRIKE PUTS AT 39 In'al
FROM BOTTOM W (2) #10 X V FH SMS AND ONE FLUSH
0
Ai J
PLATEAT45 VC FROM BOTTOM
O
1�nF� m
WI(2)68 XMB'FH MULTI THREAD SCREW.
OF
1ROWCfYBA'ISBY
i
4#0ayTlq+iH2k FIar14
0
'n
Awg. fivwimN61 -OBD 'O)
Y x
EyI�Ib6
y
n
NOV 15 2017
ADID-01
RD1 6 OF 8
Cl
12
I
naum
xRRow
DUST BOX
18 GA DOOR FRAME JAMB AND HEAD
,P 3s/a"
Id 4.^1.
THRESHOLD
3s/s B^ 1sW
n
THRESHOLD
19 B•
3s/e" 1s/e`
OPTIONAL THRESHOLD
0.1]3-
.ue•x rsLGr
TIaiWLil xEnoum
PE1160RCEMFHT FOR
rvE9HSl5U6AfE
/
S
HFPDNNPFln60RCFMEM
FIXI NESH95URFAGL BOLT
was
SURFACE BOLT STRIKE(OPTION A)
STEEL BAR INSERT
REMOVABLE MULLION REINFORCEMENT
MR. I
10 GA HINGE REINFORCEMENT
10
PARTN DOMBLORMIn GA) PARTN DR10101MDI V
CLOSER BOX MORTISE BOX mimlle GA)
REINFORCEMENT REINFORCEMENT FRAME REINFORCEMENT
16
ole
0 G
0 10
FA10a0
MASONRY WIRE ANCHOR Fv-.t. .134'THICK STEEL HINGE
11
5R0.5]4OR1SESTPIXE
SURFACE BOLT STRIKE (OPTION B)
I Ins J 1 I B.. fAIIW
FRIIWM
F.I.
EMA STEEL ANCHOR STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT
1,14 1 2•
10615URGPLE 1 I 1000.MORIISE FI N a OI
s� �CEafM 1 tla RpNfOPCEM ' IM"smw OPoLLFD
A9 TARIM FOR xU>?
yi1 IE
ORiIW GRIM rIZ44 Pev PRECISION STEEL
SURFACE BOLT STRIKE MORTISE LOCK EDGE 24 MULLION
REINFORCEMENT REINFORCEMENT 1)
FAIN.
FLOORANCHOR
12 GA. REINFORCEMENT PLATE
X
N VINYL CAP
)1FING WINO. P.6
H1000C(YLY@TD FLORIDA REGISRARI N
nay1/4 M11Y L4 PNrilajGt� ZO)
E z
W N
y E3
S AAA
L
ADIO-01
iaer 7 OF 8
e°
�.+
Ke
AS REDD,
0
—ALUM
�v
o
e
H'q
Z
s5?y
34
l7
�N N
W
ZU
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E
Z -'
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N
Q V.
N O x V n
SLOis FO0. GUSSETS
8 la z o e
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TABS ON NN95
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a, )
W -
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EpinYr. htr "Y17o 7o
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y�.L7
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Yy
5
FMIIE PACFTUN
n,
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CONIWOUSLY Y.HDED/JD
' CAIXMG 6YOOIH
Q yN
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�tnik.1:5:20..�1
m a
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. GUSSETS
,YIPING•WAMie.PE""
'\ F(DRIDA'AEGGTr{k QN
PE Js558.1 _
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1
ia-m
-
CORNER
FRAME CONSTRUCTION
... /)-��
DIO 0
ADIO-Ol
IMMI NDE COUNfY .p r T,
SHEET 6 OP B
BILL OF MATERIALS
ITEM
PART No.
MATERIAL
QTY.
DESCRIPTION
MANUFACTURER/SUPPLIER/ REMARKS
1
-
STEEL DR ST/ST
AS REOD.
FRAME HEAD/JAMB (5-}' x 2')
18 GA. (0.048MIN,) Fu= 40KS1 MIN.
2
PNK2051
ALUH.
1
THRESH01_D
PEMKD VITH VINYL INSERT
3
STEEL DR ST/ST
AS REOD.
DOOR PANEL
20 GA. (0.036MIN) Fu= 55 KSI MIN.
4
OR1010
STEEL
AS REOD.
MORTISE BOX REINFORCEMENT
GENSTEEL
5
P 387
-
AS REOD.
PEMKD 307 CLOSED CELL SPONGE VEATHERSTRIP
PEMKD
6
-
STEEL
AS REOD.
2- ' x 4' 12 GA. STEEL REINFORCEMENT
GENSTEEL
7
REMOVABLE MULLION
N HARDWARE
8
FA3010
STEEL
AS REOD.
EMA ANCHOR
GENSTEEL
9
SBi53
AS REDO.
SURFACE BOLT
1VES SH4G3
10
FR1200
STEEL
AS REDO.
1-J' x 12' l6 GA. FRAME REINFORCEMENT
GENSTEEL
11
FA1040
STEEL
2
FLOOR ANCHOR IB GA. (l-}' x 1-}• x 4-}' LG)
GENSTEEL
12
HR2000
STEEL
4 PER LEAF
HINGE DUSTBO%
GENSTEEL
13
HR1030
STEEL (10 GA.)
4 PER LEAF
HINGE REINFORCEMENT NEEDED TO FRAME OR DOOR
GENSTEEL
14
DR1700
STEEL
AS REDO.
MORTISE LOCK EDGE REINFORCEMENT WELDED
GENSTEEL
15
FRI100
STEEL
AS REDO.
ASA STRIKE HD% REINFORCEMENT
GENSTEEL
16
179-454
STEEL
4 PER LEAF
DOREX, HAGER N179-454-IS HINGE
STANLEY
17
FA3030
STEEL
AS RE00.
MASONRY VlRE ANCHOR
0.1]3 DIA. F =60 ksl
10
STEEL
AS REDO.
20GA, DUSTBOX
GENSTEEL
19
PMK2005AT
ALUM.
1
THRESHOLD OPTION
PEMKD
20
2100
ALUM.
1 PER LEAF
DOOR SWEEP
UNIQUE
21
AS1080
STEEL
1
IOGA. 2' FLAT ASTRAGAL W/ ri12-14 x 7/8' SCREWS @ 12' D.C.
GENSTEEL
22
375CR
ALUM.
1
ASTRAGAL WITH SPONGE NEOPRENE V/ 46 xl' TEK SCREWS @ 6' O.C.
PEMKD 375LR
23
PHK177A
PLUM.
1
THRESHOLD
PEMKD
24
VINYL.
1
VINYL CAP
25
FRIl00M
STEEL
AS REGD.
STRIKE DUST BOX
GENSTEEL
26
DR1700M
STEEL
AS REDD,
SURFACE BOLT STRIKE REINFORCEMENT
GENSTEEL
27
DC1000 6 OR1000
STEEL
AS REDO.
CLOSER HD% REINFORCEMENT
GENSTEEL
28
CH3601
STEEL
2
DOOR ENO CHANNEL
GENSTEEL
29
STEEL
AS REO➢.
2' x 4 I/2' 10 GA. REINFORCEMENT
GENSTEEL
30
-
STEEL
AS REOD.
2• x 6 3/4' 10 GA, REINFORCEMENT
GENSTEEL
31
HONEYCOMB
AS REOD.
INSIDE OF DOOR PANEL
GENSTEEL
'- IAVXQgw
OFFICE USE ONLY:
DATE FILED: 3 \
REVISION FEE: 5• 13
LOCATION/SITE
♦ nnn V QQ.
PERMIT# " on
RECEIPT#�
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 RECEIVED
(772) 462.1553
JAN03P001
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION ST. Lucie County, Permitting
DETAILED DESCRIPTION OF PROJECT
REVISIONS: e,\ 1 ,. 1 C N II
KEyiSQ. Dc�c„lC.II �GCp--.J �G�TQc
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: [)'27 ST. LUCIE CO CERT. #:
BUSINESS NAME: :Ad
QUALIFIERS NAME: c
ADDRESS: %L>(i 5 �lP1Ii/2� Gt/Y�/ lCCY1�I
CITY: F i /F'r t i' _ STATE: F-L-
PHONE (DAYTIME): -77c7 - c,f2s - I / FAX:
OWNERBUILDER INFORMATION:
NAME: ?
ADDRESS: / `l
CITY: JW Si c I (Yl P a-d1 STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER
NAME: - J ()r)t'1
ADDRESS: )'
CITY: Gib' lie_✓[
PHONE (DAYTIME):
Zip:
�• '� fir. '�" i. ' ,..� 9 ��.
December 5, 2019
John M. Foster -Architect
Member - American Institute of Architects - Leed AP
11205 Ridge Ave.
Fort Pierce, FL 34982 8-1. LUCIE COUNTY
Florida Reg._ No, 8511 PLAN REVIEW
M
St. Lucie County
BLD ' Lb.NS AND ALL PROFU R"
Planning & Development Se virdAT - I, THESE P ANY
ARE �0BJECT TO
2900 Virginia Ave. ELEC: R INISPEPTORS
DATE: MAY BEAECE SAKY IN OFjoanTV
Ft. Pierce, Florida 34982 PLUMB'�� JAI50AWUMITH AL 4ppl_JCASLE CODE'
DATE:
IVIECH' ST Lucie coun Permittinn
Sedona Multi -family Project B,W&1&—
3194 -3204 Morning Dew Lane
Permit,91805-0391
Revision to, gypsum drywall installation:
Per AqM C-84% drywall ,shall be secured using #8 k 1 %",_dtywaII screws. S I pacing'shall be 12"
o/c for both cellings,&.Wall I board., a ':CONCEALED FASTENERS '6'RATTACHMENTS
ARE THE RESPONAILin n 0 fw;
If there are any questions regarding this revi'slon, I
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
wrrH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
John M. Foster - AIA - Leed AP
WRIWOM-al
AR00085-11 vv
Zo
OFFICE USE ONLY:
DATE FILED• I-30- LB
REVISION FEE: 1% -5—
LOCATION/SITE
PERMIT # 033 j
RECEIPT #
PLANNING & DEVELOPMENT SERI
BUILDING & CODE REGULATION DIVIS
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG.,
BUSINESS NAME:
QUALIFIERS NAN
ADDRESS: %
CITY:
PHONE(DAYTM
OWNER/BUILDER INFORMATION:
SLCCC: 9123109
Revised 06130117
File COO
OFFICE USE ONLY:
DATE FILED: 12' I I - I g
REVISION FEE: -s 'I `J.c)o
PERMIT #'
'V33 I
RECEIPT# �{ I oZ�6 �0
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 DEC 1 1 2018
(772)462.1553
ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIO
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: 0, I
DETAILED DESCRIPTION OF
REVISIONS: r"*) M
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: j
QUALIFIERS NAME: --To (
ADDRESS: 270,13 5
CITY:
PHONE (DAYTIME): 77ti
3'4y- 322 �
RTAVe10)RJR0)1 II "a I►IOG)N10F:VY(01)►A
a
CITY: () eS-t 1'a IV 'I`1 °mac? 1 STATE:
PHONE (DAYTIME:/-Gj
ARCHITECT/ENGINEER INFORMATION:
NAME: _J 0
ADDRESS:
CITY:
PHONE (DAYTI
SLCCC: 9/23/09
Revised 06130117
STATE:
W
ST. LUCIE CO CERT. #:
FAX:
FAX:
ZIP:
N
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 16
3214-3224 Morning Dew Lane
Permit # 18-05-0331
October 31, 2018
Revision to Florida Product Approval for horizontal rolling windows
ST. LUCIE COUNTY
PLAN REVIEW
/SGK =pas I
DATE:—,
ELEC: _
DATE: _
PLUMB:
DATE:
MECH.
DATE:
Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "X(9— nen * paet rate-d,
insulated windows may be substituted for the PGT window presently shown on the issued
Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = +50 (-)
75 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the
Florida Energy Efficiency Code documents already submitted.
Ifth ons regarding this revision, please contai6dXL, as listed above.
F, C O gE f Su@ 4%94,y
o ; , M. FOS�'P
cn.!�iF�Beer,4ppcic4g ec 0F4
r08
64:0\1 T,8 2018
File Copy
FIdrida Bulldi'4, Code Online
I
10/31118, 4:02 AM
�V% 51F
4
Sslloila ur
Product
USER: Public
Approval
User
ProdDa AD6MAI MebG>PreauRroF Apo11c2tlon
SeahH>AWICatlon kt an
FL*;
Application Type
Affirrhatlofin
dod&Verslon
2017
:AppliFiatioh Status
Approved
Cornr6ents;
Archived
ProductwMarftjfactUfer".;
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Ohone/Einall
Quality Assurzirice�Repre�sentative
Ad0ress/Pbpne/Ernall
Category
Subcategory
Compliance, Mjethod
Certification; Agency
VaIldatedBy
ReferefIcqd:Starjdard and Year (of Standard)
Eq6ivatleqce of Product Standards
Certified By
om Ci n:d o:w :s: �_ c! ysterrsin
igod SW. 44th Avenue
Ocala, FL 34474
(352)A(54=4922. P54291
jlathrop@cwsi&
`.Ke,)Tn Pirfd.
kpinebcwS.cc
Erin Koss
1900 SW44thMe
Ocala, FL34474
Bft 291
ekb9s@0Ws.cd
Jay Lathqppr
igoo I sw 44h.-Ave.
Ocala, *FL 14474
(452)3,08-6922 Ext,Zgf
Jlathrop@cW§.cc
t" W�tndpws
l;i, I ��taj Slider, -
Certification filark:Or Listing
Keystone Certifications, Inc.
Stevgn,M. UTIch,PE
34 Validaidon 0ecklist -.8andcopy. Received
year
2003
2ok
https.ilfloridabuildin6;or§lprlpr._app_dti.aspx?param=wGEVXQwtDqsRyt4wi,N,Wp�cY%.2btGx-&'tOFNwhGlkdi)C(LP(4]5cHgr,k.911.A2bug%3dY3d Page 1 of 3
Fiorillo Bu)Idi'nA:Code online I I 10131/18,4:02:AIVI
0I affirm.111atthpre,are no cbaingps: In'the, new Florida ENIlding
Code wli!6 wfect my products) and imy product(i), pare in.
compliance With the new tilbirlda buildrig Code.
Documentat,
ion from approved Evaluation or Vilidation Entity' -,,yes 090 0 �A
N
Product Approval Method Method I Option A
: r,
Date:Su..b.,rniViqdF O9/14/2q17
Date'validabzd 69/14/2017
Date: Pending #BC! Approval
Date Approved 09/'15%2017
Summary. of. Products
--
'
FL # ;�odej,;Nu;lter or Description
t17355,1 $1(cler YO 7H5-620VInyl HorTzontal $11cler .XO, llonArnpaac
Approved tue.use in HVHk:: No
Approved.for use(outside; HVi4z: Yes
1mPact)tesjstanit- $0
Aosiqq.Pr-ess.Ure:. jf9/A,
Othef. Mak.. sizes: 747 i6 63" and 74r 9.72.See Installation
deEills for b0s'..Glasscomplieswit . h-ASTIV1,151300-04.
Evaluatiorr,
Third 'Parly; 'Yes
pate.
17355.2
1 K-620 Vinyl Hbr.iZonfal'Slider X0X-
HS-620. Vinyl:Horizontal 'Slider,'90xi Run -Impact;
Limits of Use
Certificati.ortAggincy C.ertillicafe
Approved
for usain HVHZ: No
FL17355 &3 r CAC
Approved 'for
use outside KVH'Z,.:Yes
nd
Impact Resistant: No
Quali.ty.:Assurance Contracit Expiration Date
De.siginfressure: N/A
0/3otmq
Other: Max: slzeklll'"�K 63"'. XOX;1/3-1/3-1/3-.and 1/4-1/2-
Installation Instructions
1/4.See)rstallatlon detailSLfor I)Ps: Glasslcornpjjeas with AsTM
FL17355 3 Tl'-CwS-4067:(HS-62o.7xq"
E1300-04.
Verified 9;�� Luca$ A, Tim -er PE482%
17355.3 1 1-15-620. VinylliorizoptalSlIder XX
Limits of Use.
Approved 4or Use in HVHZ: No
Approved for use outside AWIZ: Yes
limpact Riestpupt: No
Desigjn-lRr6ssuV.6- NIA
Other: Max. slzes( 74." x 63' arid, 7e X 72n. See Installation
detail for Ms. Glass compliesbD ASTO !E1360-04.
Patty" Yds
tly
HS-620 Vinyl- Horizontal. SlIdooMi Rqn7lmpacl.
Certificate.
FL17355 R3 C 38-132&Ddf
PI-1.7355 k3- C CAC CAR
FL RT-C CAC `CAR,138.032'.Ddf
,FL17355 R3- C CAC CAR )38,-��33rpclf. Expiration
Quality Assurance contract rattan Date
12/10/201B
In4taliation Inoitructiops
FL17355 R3 11 CWS-1059 (HS-620, )Wbd
Verified BY: LucasA.-IUrner 1515-59201
Created by Independent Third Party: Ybs
https:tlfloddabUilding.org/pripr.-app-dtl:aspx?param=wGEVX.QwtD"RyNw!NWEirY`/`2btGxSTDFNwhGlKdUdLPi4KcH9 rX9l1%.2bijw/.3d*%3d Pabio�2 of 3
.
T,
FI
H
HORIZONTAL SLID8R.- NONJIMPACT
-75114- FLANGE WIDTH
-.--741 N%X,UNrrWiDTH 4
MAX: SASHWIDTH
DLO
lie
MIGE
7�r
M"
D
D
UNIT
HEIGHT
I
67718-
SASH
HEIGHT
64 -1116,
GLASS
DLO`
TABLEopco, -N NTE TS
FF
I
1,THE PRODUOTSHOWNkERE19,ISDESIGNED ,AND MANUFACTURED
,Q'COMPLywmi'MEF.LQTilDA-O�VILDINGCODE"jD).,CURRkNT
EDITION..
2. GLAZING OPTIONS:4SEgSHEET 2)
3.COt4FIGLIRArIONS:'CiXI'OFC'XO;,
4.DESIGN PRESSURE RATiNG EE.SHEPr,2):
.NEGATIVE DESIGN LoAbMSEU ON. TESTED PR . ES . SPREAND
GLASS TABLES ASTME13�06-0. - -
-POSITIVE DESIGN LOADS BASED ON; TESTED PRESSUAti WATER
INFILTRATION TEST PRESSURE AND'GLASVTABLES
ASTME-1iii)(1-04.
9. SERIES Y MODEL DESIGNATION HS620:
9,7HE PESIGNATION,XAND-O.STAV MR THE F%LQWIM.G::
X-OPERABLESANA... A%A,
10. SECTION CALILOUTS APPLY TOIAA 8LEVATIONSIN'A SIMILAR
10,CATION.
LOCATED 440FROM,
BOTIfElYM
V, /
I— -
MM UNIT' !
2011 NATG'.RAIL -
JDESIGN I.JA71NO
IMMT FWINO.;
.,.'PRESSURE
7A."x63"
NO
SEE' COMPARATIVE ANALYSIS
CHARM HEET Z
'NONE
Lucas A. Turner
zqlo-q4-27
21:037000O
620 PVC
K0,MZ SEDER'
NOWIMPACT,
W04k P.E,
'FL PEO5ii(51'
1239JABAKA-ME.
NORTH PORT; FL:34288
,,KENMM ESD
. RVAT045-
1:25
A
FLANGE WINDOW DESIGN PRESSURES F.OR EOUAL SPLIT'O% or "XO" WITH GLASSTYPES'A B C OR O
UPIt
UnItIIu19Nt _. . . lY!RMLfLU!�
Width .351/2 39112: 4372 47112 : 11/ b5 e/2 ''591/2 63 WINDOWSYSTEMS
39112 '+50/75 +50/.-95. +50 75' +50.75. - 4W -75 -:+50/-75 '+50-75 +50/-75 1900$WLORA34
WWW. WS.CDA34474
431/2 +50/O5. +50/-]5..' +50[-]5 . - _ +50'/-]5 +50/-75 +50/JS +SD/75 +50/•72:6 � 7B' OVERALL )B' OVERALL '.WWW.CWS.W
471& +50/•75S' +50/•75 450/'-75: i50 •75'. +50/ 75. +50/-75 +5D/"70.2 +So/-66,5 1/6• ANNEALED --•^7/6' TEMPERED
51112 +50/-75 +50/45 +50/-75 +50/'-75 .75 +SO/,74 +50/-675 +50/ 621
1l2 +50/-75 SO -75 +50 -75: +50/-75 /• - +50/•71.3 +SD/-65 +50/•60.4 91WAIRSPACE 9tl6 AIRSPACE 62Q:PUC
6TV2 +50/75 +SO/-75• .501.75: +50/'-75 + - +50/•68.1 +50/-62 •+50 47.5 1/6'ANNEALED 11e TEMPERED HORIZ SUbER
63 V2 +50/-679 +50/-67.9. +50 +67.9 +50/-67.9 +50/•6L9 +50/-E5.4 +50/-S9.4 450 -55 SIXAFLEX 652 OR . - + -
.6712 +50/•60.1 +50 •60.1 .+50/40.1 +50'-60.1. ,+50 -CA.1 +SO/•60A +50 •57.2 +50 -52:9&91211040"X5520R: 36 PURFEG7OLAZEPN--I NON -IMPACT
- 71112 +50T53:6. '..+50/-53:6....' +50/-53.6- +50/-53.6'. +50/-53:6 +50 •53.6 r50/-53.6 +501,51 •TOLAZE'"R
7A .+50 -50:1 a50/•So'. +50%-50.. .. a50 •50- +50 -s0' +50' •50 +507.50 +SON50SSBITE 3te,GLASS SITEFIN WINDOW DESIGN PRESSURES FOR EGUAL SPLIT "OX"at ^XO" WITH GLASS TYPES'A, 9, C, OR O
Unit H410M.:
VAdN 35712 39112 430/2' 47 .1/2: 51172. " 554/2 591/2 60 w m.
112 +50/-Z5. +50/75 "_+50:75 : +50 75:_:f .:.+50 7S.. +
39Z. _s50`/-75+50'-75 E50""70.6
43112 +50/45 s50 /,b75 +50/,75 -+50 75:':. +50/-75 +50/-75 +50/-70.1 4501'-65.4 Q y
47112 - +50/75 +50 75 +50 -75 K0/,75 +50/-75 +50 -ri.5 +50 -65.5 ^ s0 i61
51 l 2' : 4501 75"- .+50/-75 +50 •75 _ '+5D/-75: ,+SD -74:55 .. -+50/=675 4506-61.7 450/-57.4 T 2
55 L'2 +SO/-75 •+50/-75 +50/•75 +50 75, I'. +50/-71. :: +50/-64.1 +50/.-.58.5 .i50/z$4.4 .. :. q_a. .
55.1/2 +501-69.6 +50/-69.6 450/ 6961 +50/ 69.6 - +50/ fill- i:..+SD/ 613 +50/ 558 -.450/ SL8'
A0112 +50/-6L1 +50/'-6L7 a50 fill '. :+50 6L3,' _.450/ 611. GLASSTYPEA GLASS V-V 6 - .
.+50 5&9 +50/ 53.5 :+49.5/-49.5: :.. . - .. _ : ' :
67'1/2 +50/-54.1 +50 44.1 +50 541 ;i50/ 54.1- '+50/-541i - :+50/ W.1.. 350 -SLS 447.6'/47:6'.
,7.11/2 ; lr4B:2%•48:2 +4&2/.4&2 M&2 -08.2'''.WS.2/ 4&2 ':+46:2/48.2 448.2/-48,2 �44&2/-4&2 +45.9/'4519. 710 OVERALL 710' OVERALL ...
]4 +45i1/•45:1 +b5/.-AS: - .� 445':•45' 145 .-45 '+45 -45 +AS .45 +4S/-45. ;9 45 - •�
- 7/16' AMEALEO - ;-'3116' TEMPEPEO i ,..1... a 2'
7
RNORRANGEWINDCWWIrR2617ARGi F!OFDpKm PR65URE.4 F?,R. %,*p,"X/0"WRHILISSTYFB'CCgD - X10 ANNEALED -:. .. 16'TEMPERED
_',5. 1KAFLX5520R1R0R 6
Unit 3KAFLEXAZEFr. !it No 58T01PUUCa.
PS.
_ Width 35;1/2 : 3911T : - 431/2 47-172 61.1/2;':551/2$9'7l3 '63.1l2' ,871/2
391/2 +50/-75. +50/ 75 +511 ,75 +50/-75 +50/-75: 0/75 +50/"7+:./75 450/=75 .+5075
II S SITE94312 +50/•75+0r75 +505+50/750-5 56'.GLASSITE G4 STATE O1F(•l "@4U
501-7S, +5+5014S +50/,-75 4501,75;,pA1 4762 +50/.75 +50/ 75 ,+SO .45 +50/75' +50/-75. +50 -75 +50 -75 .+50/45 4501.749 +50/ 69.3" - _�1; " ., -.. ,��;tS,44RtlD p C
55112 +50/-75 +SD/-75 +50/ 750 5 + 0/•75- +SD/-75 -+/•75 +50/•75. +50/-71:9. i 0/•66.5 +50/-6L4 _ ,'y7/S�O�ii �N,`,,-
59 ,z +50 -75 450/•75 •+50/-75 +50"/'•75' +50/-75,. '+50/75 450/:746 +50 :68.4 +50 "6&,2 +SD/-5&2 x-
031/2 +501167:9 '150/-67.9 +50/=67.9 +50 -67.9 ♦50/•67,9` +SD/ 679 +SD.Fb79 +50 t655: t50 .60:4 {50 .5&5 4h712015
67112 •+50/"60.1 +50/ 60.1 +50"r601 +50/"60;1 +W1 4D.1: +50 W7 450/-W.1 +501.60:i +50 .57:9 .✓,0/•53.4
71112 +50/,53.6 ,+Sp/-53.6 +50/•53.6 +50/.-53.6 +107.-1 _+50/ 536 +50/=53.6 +50%-53:6: {50/-53:fi +50/•SL2 ILUCAS`A TUR{3p P E:
74.- +50 •50.1 .+50/•50.. +50/-50 :+So •50: +50 -50 +50/•50 +50 •50 ,+50 -50 +50 -50 +50/•50 FL PS#58201
1739 UABARA AVE,
NOPiH PORTSFL84285 ;'
I.� � GLASS 71'PE`C GLASS TY.PEO � PH. 949386•;1694
_ - - O taN PRESSUPE
Ql.jARt0i AND bWING:
DE TAIL�u
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IF,S12S-1NTENOEO ISNOT SHOWN; UAE NEXT LAKER'SIM A� SHEET
;Y 1P 2'OF:S
'
WIN9YSf8�181�J
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OCAITC FCORNA'34474
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ORUNITHEIGHT3ABOVE 93`
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SECTION VIEW;A•A
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SECTION.VIEW.0.6
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ALTERNATE El FRAME
'
CMIS' 1031
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=
SHEET
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ow
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. . .0 - . . m � �RQTHEBWPS.E. 01:EP.
620 PVC
".QRIZ. SLIDER
NOWIMPACT
NA 58201
STATE OF
cws-iml I A
AIRDROP
FOR W
* MAX
* MAX
ANCHOR. WbUT - IFLANf6m
NOTES:
1. INSTALL CNE'ANCHOR AT.EACH INSTALLATION LOCATION..SILL ANCHOR
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING III -
I
ANCHOR LAYOUT- (FIN).
NOTtTHHIJ.FRAM5ANCHQR5V.MTPRA1L
Ill 5- IS PRESENT. LOADSEARWO SHIMS SHALLBE,
620 tPVC,
HOAMISLIDER
NON -IMPACT
3. ANCHOR WkAzE, sktfrid Am,qfmot LBE'SS-P.tClFf'E61NIIHEt�dMW[Nb�,'§tETA6LE-176HEEt-d.- SHAL..
4127n0It
4�ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTeCTE IN CORROSION RESIST MAltRIALOR COATINGLbIsSIMILARMETALS OR k maw Do WITH PRESSURE TREATED WDOD'MUST
1UCASX11URNER, RE;
'FL Pej-02o)
BEPRPT,EMPK,'rO'.P.fIBVENTRE)�OTION.
J2igJABARkAve.
6. INSTALLATION ANCHORS SRALLBE,INACCQ ROANCE WITH AN . C . HOR.MMLIPACTUFIEFVS,INS-CALLATIO.N INSTFIUCTIQNS;,AJ9DrANCHDRS SHALLNOT BEUSe1K-AUBSTMTeS WITHjSTRSNGT.HS LESS TRA. NTHEIALRIMUM
�1NORTWPORT; FIL04280
PH 54.1.888:1574.`
SPECIFIED IN TABCE'iEHEETA}
6, ANCHOR EMBEDMENT 16SUBgTRAT9 SHALL BE BEYOND ALL DRESSING OR STUCCO. FOROONOFIFTEICMU OPENINGS, EMBEDMENT SHALL Be BEYOND W60D BUCKS. [FUSED; INT0,'EILIBSTRATE- iXBUCKSAF15
'OPTIONAL.
4COOR'S"CHEDULEAN.
NOTES
LLBE�MAINTA E N A eT
7.A:MINIMUmi6ENTER-TO-OWMkSP.AGINGtHA INS 1 0 . B 1WE'b ALLF' ' tNsk
LOADS -TO -THE STRUCTURE
OF THE REFERENCE DOCUMENT&
1:20
TYPIO;kl HEAD ANCHORAGE
SUSSTRATE BY
SEE TABLE I
SEALANT BEHIND � lr�7�11 Llpr mm.sHIm
FLANGE By INSTALLER
( ""MI 1) W171 1AIGAI
SEALANT BkHiJQ
FLANGE BY INSTALLER
TABLEI:AP;PROVEDINSTALLA1300'FASTrNMS
FRAME TYPE
SUBSTRATE TYPE
A.NCHDR.TYPE
MIK EMBEDMENT
MIN.,EDG5.101ST.
FLANGE
rONCBETE (?.Q HSI MIN.)
wirriwTAPcoN
IF
I!llr
FLANGE
FLFkRor
QI�LGVY OR GIRCUT-FILLEI) qMU (TITPCF;MVj.
YIQ�FIWTAPCDNL
1.
212
FLANGE
HOLLOW of GFiOUT47,&LED.CMU (ASIM C'20)
T1671ELMULTRACON
J414'
2-111Z
FIA4pi:
2XSQMR�NPNZ(Gm)55)
T
Ol ELCO.ULTRACON
TPRI�- i �
�
!"7187
FNNGF-2XMN.,SOUTtiEFIN.PkNEI(G-0.65)
#10WOOD SCREW.
I -Val
718'
FLANGE
18GAIUGI5(0.060') tAIN.,STEELSTUD
(3TKS1 Yll LID MIN)
AI0-1Q;HlL7TKWIK-FLEX.OR nw.,
FEKS SELF-DRILINGr.SCREW
FULL.THREAD.
THRO mow
7116'
FLANGE
ya- ALUM. (Sqs3-TS MIN.) OR 1
110'STEELQ.PIMIN!j
FJO GRADE r�AJELFTAFTINU I
PILLING SCREW
FULL JHRE,AD•
THRL10.125'
7116*
I
FIN'
2XMIN. . SOUTHERN,PN
1#10 WOOD BqRBV
V;r
HORIZONTAL SECTION
'MYPA100k FIN ANCHORAGE
E D BILL SIMILAR FOR FM INSTALLATION
NOTE: ADDITIONAL THRU-FRAMEANCHORS
(AS -SH. OWN IN 0 ET. pEad AT mm PAX.
SEE sHEiEYv-ANcH()FmAYOLrr.
,620, PVC
HORIZ. SLIDER
NONMAPACT
,No Z061
sr6TE OF
DUAIIIS.
MIN. 1/4FILLIFr4DFCONSTRUCTICiN-GMbFADREStVE CAULK IS APPLIED
'
INSIDE ANUOLr.rrPIJLLPERlME7ER,SY INSTALLIER. =1031 A
OROC)UCT..ANCHQRAGE�l�,IN4G,QbRDANCEWITR,,EIEQUI,RENINTSAS' ALE,
SHCVA FORFLANGE WI
NDOWS. SHE
66F
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: SEDONA DEVELOPMENT Bldg 16
Builder Name:
Street 3213-3223 MORNINGDEW CIRCLE
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL,
Permit Number..1806-0331
Owner.
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate
Zone 2 )
1. New construction or existing _
'Single
New (From Plans)
9. Wall Types (6420.0 sqft.)
Insulation Area
2. family or multiple family
Multi -family
a. Concrete Block - Int Insul, Exterior
R=4.1 6420.00 ft'
3. Number of units, if multiple family
6
b. WA
R= ft'
4. Number of Bedrooms
12
c. N/A
d. N/A
R= ft'
5. Is this a worst case?
No
10. Ceiling Types (4046.0 sqft.)
R= ft'
Insulation Area
6. Conditioned floor area above grade (ft�
Q44
a. Under Attic (Vented)
R=30.0 4046.00 ft'
b. WA
R= ft'
Conditioned floor area below grade ((t2)
0
c. N/A
R= ft'
7. Windows(390.0 sqft.) Description
Area
113 additional duct system(s)
a. U-Factor. Dbl, U=0.65
240.00 ft'
b. Sup: Attic, Rot: Attic, AH: UNIT 1
6 1 5
6 135
SHGC: SHGC=0.25
c. Sup: Attic, Ret: Attic, AH: UNIT 1
(see detail
b. U-Factor. Dbl, U=0.60
150.00 ft'
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.25
a. Central Unit
18.8 SEER:16.00
c. U-Factor: WA
ft2
b. Central Unit
18.8 SEER:16.00
SHGC:
3 additional cooling systems
(see details)
d. U-Factor. N/A
ft2
13. Heating systems
kBtu/hr Efficiency
SHGC:
a. Electric Strip Heat
17.0 C012:1.00
Area Weighted Average Overhang Depth:
1.000 ft.
b. Electric Strip Heat
3 additional heating systems
17.0 COP:1.00
(see details)
Area Weighted Average SHGC:
0.250
14. Hot water systems
8. Floor Types (4044.o sqft.)
Insulation Area
a. Electric
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation
R=0.0 4044.00 ft'
EF: 0.950
b. WA
R ft'
b. Conservation features
c. WA
R= ft,
None
15. Credits
CF, Past
Glass/Floor Area: 0.096
Total Proposed Modified Loads: 151.79
Total Baseline Loads: 157.99
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
PREPARED Bx:
DATE: 5n1, T1-v
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/AGENT:,
DATE:
- Compliance requires certification by the air handler unit
certified factory -sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspec
envelope leakage test report with envelope leakage no gN
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
PASS
qualifies as
and this project requires an
" � I® � DEC 1.1 2018
���y-r• Lucie County, 12/7/2018 7:32 AM EnargyGauge®USA Section R405. e ty, Permitting age 1 of 6
p 1��So�,*ftware
FORM R405-7n17 carer rr Cr uwww w wv ..
----I vanruvuirtT L.nC6n1.15I Kt:I UHT
PROJECT
Title: SEDONA DEVELOPMENT B Bedrooms: 12
Building Type: User
Address Type:
Street Address
Owner Name: -
Conditioned Area: 4044
Lot #
# of Units: 6
Total Stories: 1
Block/Subdivision:
Builder Name:
Worst Case: No
PlatBook:
Permit Office: ST. LUCIE COUNTY
Rotate Angle: 0
Cross Ventilation:
Street:
3213-3223 MORNINGD
Jurisdiction:
No
County.,
St. Lucie
Family Type: Multi -family
Whole House Fan: No
City, State, Zip:
FT. PIERCE,
New/ExisOng: New (From Plans)
FL.
Comment:
CLIMATE
Design Location
Design Temp
TMY Site
Int Design Temp Heating
Design Daily Temp
97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FL VERO_BEACl-MUNI 39 90
70
75 299
62
Low
BLOCKS
Number Name
Area Volume
1 Blockl
688 6880
2 Blockl
667 6670
3 Block3
667 6670
4 Block4
1334 13340
5 Block5
688 6880
SPACES
Number Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled
Heated
1 UNIT 1
688 6880 Yes 2
2
1 Yes
Yes
Yes
2 UNIT
667 6670 No 2
2
1 Yes
Yes
Yes
3 UNIT 3
667 6670 No 2
2
1 Yes
Yes
Yes
4 UNIT 4 AND 5
1334 13340 No 2
4
1
Yes
Yes
Yes
5 UNIT
688 6880 No 2
2
1 Yes
Yes
Yes
FLOORS
# Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1 Slab -On -Grade Edge Insulatio
UNIT 1 125 ft 0
688 ft2
___
1 0
0
2 Slab -On -Grade Edge Insulatio
UNIT 2 125 ft 0
667 ft2
0 0
1
3Slab-On-Grade Edge Insulatio
UNIT 3 125 ft 0
667 ft2
1 0
0
_. 4Slab-On-Grade Edge Insulatio
UNIT 4 AND 6 250 ft 0
1334 ft2
_
1 0
0
._ 5SIab-On-Grade Edge Insulatio
UNIT 125 It 0
688 ft'
_
1 0
0
12f7/2018 7:32 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 6
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
DOORS
#
Omt Door Type Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1
N Insulated UNIT 1
None
.37 3
6 6
20 ft2
2
N Insulated UNIT 2
None
.37 3
6 8
20 ft2
3
S Insulated UNIT 3
None
.37 3
6 8
20 ft2
4
W Insulated UNIT 4 AND
None
.37 3
6 8
20 ft2
6
W Insulated UNIT 4AND
None
.37 3
6 8
20 ft2
6
S Insulated UNIT 6
None
.37 3
6 8
20 ft2
WINDOWS
Orientation shown is the entered Proposed orientation.
_ /
Wall
Overhang
V #
Omt ID Frame Panes NFRC
U-Factor SHGC
Imp
Area Depth
Separation
IntShade
Screening
1
N 1 Vinyl Low-E Double Yes
0.65 0.25
N
40.0 ft2 1 ft 0 in
1 ft 4 in
Drapesiblinds
None
2
S 3 Vinyl Low-E Double Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
3
W 4 Vinyl Low-E Double Yes
0.6 0.25
N
15.0 fP 1 It 0 in
1 ft 4 in
Drapesiblinds
None
4
N 5 Vinyl Low-E Double Yes
0.65 0.25
N
40.0 ft" 1 ft 0 in
1 ft 4 in
Drapesiblinds
None
5
S 7 Vinyl Low-E Double Yes
0.6 0.25
N
20.0 ft2 1 ft 0 in
1 ft 4 in
Drapesiblinds
None
6
N 9 Vinyl Low-E Double Yes
0.65 0.25
N
40.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
7
S 11 Vinyl Low-E Double Yes
0.6 0.25
N
20.0 ft2 1 ft 0 in
1 It 4 in
Drapes/blinds
None
8
N 13 Vinyl Low-E Double Yes
0.65 0.25
N
80.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
9
S 15 Vinyl Low-E Double Yes
0.6 0.25
N
40.0 ft2 1 ft 0 in
1 ft 4 in
Drapesiblinds
None
10
N 17 Vinyl Low-E Double Yes
0.65 0.25
N
40.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
11
E 18 Vinyl Low-E Double Yes
0.6 0.25
N
15.0 ft2 1 ft o In
1 ft 4 in
Drapesiblinds
None
12
S 19 Vinyl Low-E Double Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapesiblinds
None
INFILTRATION
# Scope
Method SLA
CFM 50 ELA
EgLA ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000445
4718 259.01
487.11 .3446
7
HEATING SYSTEM
#
System Type Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/ None
COPA
17 kBtu/hr
1
sys#1
2
Electric Strip Heat/ None
COPA
17 kBtu/hr
2
sys#2
3
Electric Strip HeaV None
COPA
17 kBtu/hr
3
sys#3
5
Electric Strip Heat( None
COPA
17 kBtu/hr
5
sys#5
4 A
Electric Strip Heat/ None
COPA
17 kBtu/hr
4
sys#4
4 B
Electric Strip Heat/ None
COPA
17 kBtu/hr
4
sys#4
12/7/2016 7:32 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 6
FORM R405-2017 IMCI IT SI IMMACV cur d%wi i^
_ _ .........�..n�r.� r rcrrvrt r
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow SHR
Block
Ducts
1
Central Unit/
None
SEER: 16 18.8 kBtu/hr 564 cfm 0.8
1
sys#1
—._.
2
Central Unit/
None
SEER: 16 18.8 kBtuRv 564 cfm 0.8
2
sys#2
3
Central Unit/
None
SEER: 16 18.8 kBtu/hr 564 cfm 0.8
3
sys#3
5
Central Unit/
None
SEER: 16 18.8 kBtu/hr 564 dm 0.8
5
sys#5
4 A
Central Unit/
None
SEER: 16 18.8 kBtu/hr 564 afar 0.8
4
sys#4
48
Central Unit/
None
SEER: 16 18.8 k6tu/hr 564 dm 0.8
4
sys#4
HOT WATER SYSTEM
#
System Type
SubType
Location
EF Cap Use SetPnt Conservation
1
Electric
None
UNIT 1
0.95 40 gal 130 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cart #
Company Name
Collector Storage
System Model # Collector Model # Area Volume
FEF
None
None
ft'
DUCTS
V
#
Supply —
— Return -- Air CFM 25 CFM25
HVAC #
Location R-Value Area
Location
Area Leakage Type Handler TOT OUT ON
RLF
Heat Cool
1
Attic
6 135 ft•
Attic
35 fix Default Leakage UNIT 1 (Default) (Default)
1 1
2
Attic
6 135 ft'
Attic
35 ft' Default Leakage UNIT 1 (Default) (Default)
2 2
3
Attic
6 135 ft'
Attic
35 ft' Default Leakage UNIT 1 (Default) (Default)
3 3
4
Attic
6 260 ft
Attic
65 R' Default Leakage UNIT 1 (Default) (Default)
4 4
5
• Attic
6 135 ft'
Attic
35 ft' Default Leakage UNIT 1 (Default) (Default)
5 5
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Gaoling
Heating
Venting
[_ I Jan [. ]Feb
f[X]) Jan EXI) Feb
Jan Feb
[ ]Mar
[(XXl) Mar
Mar
[ ] q r
Apr E
] Ma X] Jun �X JuI (X� Au Se Oct
]May E 1 Jun [ Jul [ ] Au[ ] Sep Od
Nov
Nov
[ Dec
IX� Dec
[[X]) Apr [
1 May O Jun [ Jul f) Aug [) Se Oct
X Nov
[ Dec
12/7/2018 7:32 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: SEDONA DEVELOPMENT Bldg 16 Builder Name:
Street: 32133223 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, Permit Number. 180"331
x
Owner. Jurisdiction:
w
Design Location: FL, Fort Pierce
=
U
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
Breaks or joints in the air barrier shall be sealed.
not be used as a sealing material.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with
the insulation and any gaps in the air barrier shall be sealed.
The insulation in any dropped ceiling/soffit
Access openings, drop down stairs or knee wall doors to
shall be aligned with the air barrier.
unconditioned attic spaces shall be sealed.
Wails
The junction of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity
sealed.
Knee walls shall be sealed.
with a material having a thermal resistance of R-3
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights
The space between window/door jambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
(Including
The air barrier shall be installed at any exposed edge of
insulation.
Floor framing cavity Insulation shall be installed to
above -garage
maintain permanent contact with the underside of
and cantilevered
subfloor decking, or floor framing cavity
9� g insulation
floors)
shall be permitted to be in contact with the topside
of sheathing, or continuous insulation installed on
the underside of floor framing, and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarderwith overlapping joints taped.
shall be permanently attached to the crawls
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
.exterior or unconditioned space shall be sealed.
Narrow cavities
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned
spa
s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light factures Installed In the building
shall be sealed to the drywall.
thermal envelope shall be airtight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
-extend behind olnina andmirina.
.Exterior walls adjacent to showers and tubs shall
Showeritub
on exterior wall
The air be Her Installed at exterior wails adjacent to showers and
tubs shall separate them from the
showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be Installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls s.hall-be In accordance with the if provisions of ICC-400
1217/2018 7:32 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
2. Single-family or multiple -family 2. Multi -family b) Return ducts R 6.0
3. No. of units (if multiple -family) 3. 6 c) AHU location AtticlAttic
4. Number of bedrooms
4.
12
S. Is this a worst case? (yes/no)
5.
No
6. Conditioned floor area (sq. ft.)
6.
4044
7. Windows, type and area
a) U-factor.(welghted average)
7a.
0.631
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.250
c) Area
7c.
390.0
8. Skylights
a) U-factor.(weighted average)
8a.
NA
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
9a.
0.0
b) Wood, raised (R-value)
9b.
c) Concrete, raised (R-value)
90.
10. Wall type and Insulation:
A. Exterior.
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
B. Adjacent:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
11. Ceiling type and Insulation level
a) Under attic
b) Single assembly
c) Knee walls/skylight walls
d) Radiant barrier installed
10A1.
10A2. 4.1
10B1.
10B2.
13. Cooling system:
Capacity 112.8
a) Split system
SEER
b) Single package
SEER
c) Ground/water source SEER/COP
d) Room unit(PTAC
EER
e) Other
16.0
14. Heating system: Capacity 102.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
c) Electric resistance COP 1.0
d) Gas furnace, natural gas AFUE
e) Gas furnace, LPG AFUE
0 Other
15. Water heating system
a) Electric resistance EF 0.95
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
e) Dedicated heat pump with tank EF_
0 Heat recovery unit HeatRec%
g) Other
16. HVAC credits claimed (Performance Method)
a) Ceiling fans
Yes
11a. 30.0
b) Cross ventilation
No
11b.
c) Whole house fan
No
11 c.
d) Multizone cooling credit
11d. Yes
e) Multizone heating credit
0 Programmable thermostat
Yes
-Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) In this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature:
Address of New Home: 3213-3223 MORNINGDEW CRCLE CRY/FL Zip: FT. PIERCE FL
12/7/2018 7:32:26 AM EnergyGauge® USA 6.0.02 - FlaRes2017 F9C eth Edition (2017) Compliant Software Page 1 of 1
OFFICE USE ONLY: 4
DATE FILED: S � 'a.'3 F \ 1
t REVISION FEE: 1 rc I \ 3
LOCATION/SITE
PERMIT # l 9`6 S _ 0 3-11
RECEIPT# 1S 1 l%5
PLANNING & DEVELOPMENT SER RECEIVED j
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE MAY `'�;9
FORT PIERCE, FL 34982.56
(772) 4624553
ST. Lucie county, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: r, 11
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:- 7'71V, 5 RZZI-!)
CITY: �. - j rC'r STA
OWNER/BUILDER INFORMATION:
NAME:
CITY: _(L!
PHONE (DA
STATE:
ARCIiITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:.
CITY: t i STATE:
PHONE (DAYTIME): 7 7,) '?L'.-- L-4—
ST. LUCIE CO CERT. #:
FAX:
FAX:
M12
ZIP:
SLCCC: 9123109
Revised 06/30/17 1034hRT�
lloo
ILE COPY
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 16
3214 — 3224 Morning Dew Lane
Permit # 1805-0331
Clarification of Roof Insulation
January 14, 2019
=RECEIVED
Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C
Load calculations, roof insulation shall be R-30 blown -in fiberglass.
If there are any questions regarding thlS revision, please contact me as listed above.
lFfv�- �33f
REVIEWED FOR
CODE COMPLIANCE
John M. Foster - AIA ST. LUCIE COUNTY
BOCC 00