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IOFFICE USE ONLY: r-�
DATEFILED: - l rl PERMIT# IO�
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REVISION FEE: RECEIPT#
PLANNING & DEVELOP MENT SERVICES RECEIVEca L
BUILDING&CODE REGULATION DIVISION OCT 2 7 Z4�7
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578 PEWA11 TI14G
St. Lucie County, FL
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: gD i/1--e
i v G S
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
t pro
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: C rr3C OS / ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: S o
QUALIFIERS NAME: / q
ADDRESS: w
CITY: CkA,Gi t STATE:
PHONE(DAYTIME): >2 . -4- -/ FAX: /- b p91P. (o
4• OWNER/BUILDER INFORMATION:
NAME: [,�hjb 12l Q o"o od
ADDRESS:
CITY: ./off r+ 1.4 ,. e- STATE: vi ZIP. ?41,;7
PHONE: 7-7 2- 8 -/`�// FAX: _ -20 C7 vo
5• ARCHITECT/ENGI EER INFORMATION:
NAME: A I/\-eLt!.e
R ADDRESS: /
CITY: JE4 LAA-C.i-g- STATE: ZIP: fj
PHONE(DAYTIME): .., Z FAX:
Revised 07n2n0 1 a
REVISION
RECEDED
Nuelle Engineering OCT 2 7 2017 Date: 10/25/2017
Donald J. Nuelle P.E. PERMITTING
11634 SW Rowena Street St. Lucie County, FL
Port St. Lucie, FL 34987
Cellular 561-629-6975
GHO Homes
590 NW Mercantile Place I
Port St. Lucie, FL 34986
Attn: Bill Handler
Re: MW-91 SGD Installation
Dear Mr. Handler.:
I have reviewed the Product Approval Installation Instructions (applicable
portion attached) and find that omission of the customary 1" x 4" buck is
acceptable with conditions. The substitution of a 112 " rip of plywood with tar
paper as a moisture barrier is acceptable in accordance with Product Approval
Installation Instructions.
If you or any other interested party has any questions or requires
additional information, please feel free to contact me at any time.
onald J. Nuelle P.
IL
P.E. # 520 6
LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIAN
REVIEWED BY
DATE
PLANS AND MIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATIONS 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 07/30/15 R.L.
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
M
148SKTRESSINCOREASE OF 1/3 WAS NOT MUSED�INTHE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR uj
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM., SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OXO
SIGNED: 1012312015
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY \."�\5 R- Lp��i���
FLOWER MOUND, TX 75028 `ter•��CENS��s���
TABLE OF CONTENTS SERIES 420 SGD =� �Io,
SHEET NO. DESCRIPTION 145 3/4" X 96' REINFORCED WITHOUT ADAPTER ;, y�,� r
NOTES � • TAT OF
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1 NOTES DRAWN: DWG N0. REV 0R101"
08
4 - 10 INSTALLATION DETAILS SCALE NTS DATE 02/23/09 SHEET 1 8OF 10 a �� ONAl1E�����
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