HomeMy WebLinkAboutREVISION - MISC LETTERFl. Design Build Inspect
Architecture + Construction +
12/4/19
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CRC1331263 I AA26003142 I H110776
To: St Lucie County Building Department 'SCANNED
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Re: Carter Residence, permit # 1901-0212 St. Lucie County
1. Please allow contractor to install Hardie Plank horizontal lap siding on the front facade as per revised
product approval affidavit dated 12/4/19.
2. The doors and roofing product approvals changed per revised product approval affidavit dated 12/4/19.
Thank you,
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Frank Liebler
Owner / Architect / Contractor
FL Design Build Inspect
Construction + Architecture + Home Inspection
CRC1331263 i AA26003142 1 H110776
frank.liebler@gmail.com
c 772.321.4500
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RECE FOR
COD LIANCE
ST. LUCIE COUNTY
BOCC
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BLDG DEPT CORRESPONDENCE 11 of 1
PRODUCT APPROVAL AFFIDAVIT- Carter Residence-12/4/19
GLASS
ITEM TYPE Mi BUILDING DP2 PRODUCT.• TYPE s MFIR MODEL
FRENCH DOORS ALL So, -So IMPACT Therma-tru Smoothstar FL 20468.12
60U73'7
OVERHEAD
ALL
36,-44
N/A
DAB
Hurricane Master
NOA 17-1018.12
OOQjW
D3
ALL
50,50
N/A
Thermal-tru
Smoothstar
FL 20461.6
WINDOW
S.HUNG
ALL
50,-70
IMPACT
PGT
SH-5500
FL239.7
WINDOW
PICTURE
ALL
50,50
IMPACT
PGT
PW-5520
FL243.9
WINDOW
MULLION
ALL
79.6
N/A
PGT
1.25"0.25"z.100"
NOA 17-0630.01
IDIN
ALL
ALL
lames Hardie
HardiePlank
FL 13192
direct to block w/ 1.25"
block nail per approval @
24" oc
ROOFIN
UNDERLAYMENT
ALL
N/A
Owens Corning
weatherlock
FL9777.7
METAL
ALL
-25field, -65
edge
-69.25
N/A
JATaylor
5v crimp
FL 17443.1
16"cc option
1.'ID'as per door&window schedule, or all meaning worst case of all similar items of that type.
2. If building p are left blank- see door & window schedule or design pressure chart.
3. This affida t is only to verify product's compliance with wind loads.
4. Unless pro�ucts are specifically submitted for verification by contractor, they are assumed.
5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures.
6. If fasteners s left blank, may use any of the specified attachment methods In the Install instruction matching structure provided to achieve the stated building design pressures.
7. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.
FRANK LIE ILER, ARCHITECT (AR97108)
AR97108
DBL 2x
2x81x
lx
DBL 1x
2x
1. BUCK TO CMU W/ .25' x 1.25" EMBED TAPCON @ 17 OC STAG
2. BUCK TO CMU W/.25" x 1.25" EMBED TAPCON 6" FROM ENDS & MIDDLE
3. BUCK TO 2x BUCK W/ 1.5" EMBED SCREW @ 12" OC STAG
4. BUCK TO CMU W/ 6D CASE HARD NAIL @ 12" OC STAG
5. WIN OR DOOR TO 2x BUCK AS PER MFR
6. WIN OR DOOR THRU 1x BUCK INTO TO 2x AS PER MFR
7. WIN OR DOOR THRU 1x BUCK INTO CMU AS PER MFR
- PLYWOOD 3/4" OR LESS CAN BE SUBSTITUTED FOR 1x BUCK
- MINIMUM WIDTH FOR SINGLE 2x BUCK IS 3.5"
- MINIMUM WIDTH FOR DBL 2x BUCK IS 5.5'
ALTERN/
SCALE: 3"= 1'-0"