HomeMy WebLinkAboutREVISION 11-26-18FILE COPY
OFFICE UBL ONLY:
DATE FILED: PERMIT # SnS ' O (0c7
REVISION FEE: RECEIPT#
BY NED PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
StLucie COUBty FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: (;
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: pL C f 3 0 N r� F b-,) CA e
ADDRESS: c✓
CITY: S t_ STATE:
PHONE (DAYTIME: 7.7 1 Li ct - oo t" Cn
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06/30/17
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ST. LUCIE CO CERT. #:
_ ZIP:
FAX:
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ZIP:
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STUCCO CEMENT FINISH V
CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK
(SEE WATER PROOFING NOTE # 1) (TYPICAL)
CORROSION RESISTANT FLASHING ° -
e.
PER WATERPROOFING NOTE # 2 a
a o: 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS.
APPLY PERIMETER SEALANT CAULK O SEE WATER PROOFING NOTE # 6
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5
ANCHOR 1 " X 4" P.T. (MIN.) BUCK WITH SEALANT'
PER WATERPROOFING NOTE # 4, AND ANCHORED ;
TO MASONRY WITH 1-1/2" CASE HARDENED COIL ` ,.7
NOTE: NAILS AT 12" O.C. MAX.A�7�o ra-Is t, d2" x�{" ►?T
WIN W FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN l ���� �t64 � 1'7
SEATED ON THE BUCK, IN NO INSTANCE SHALL -1, F & uJ nb C�2 QSaa�IMG 1ar�f� 8�
STRICT ACCORDANCE WITH MANUFACTURE'S �
THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. Xw &Nn "PZW b -To I1..k-614 WpLy
-rttmV I K flo"414,;W 1•CW
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WINDOW HEADER AND JAMBS TYPICAL BUCK DETAILNO SCALE
I
NOTE
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/MIN. 1-1/4" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
1/8"
-4-1/2� 3"
-- 3/4 — NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
w 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)
C4o- 1-3/8
x°
7-5/8"
PRECAST CONCRETE WINDOW SILL DE -TAIL
NO SCALD - - - --
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
SLIDING G
NO SCALE
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE #4AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED
COIL NAILS Q 12" O,C, MAX
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
R BUCK DETAIL
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE # 2
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
EXTERIOR DOOR BU
NOTE:
TAPCONS TO BE INSTALLED THRU BUCK INTO
MASONRY w/ MIN. 1-1/4" EMBEDMENT PER
PRODUCTAPPROVAL PER FBC 1715.5.4.3.
BUCKS MUST COVER ENTIRE DEPTH OF JAMBS.
NOTE:
L
/P6 - b 42f
ST. LUCIE COUNTY BUILDING DIVISION
REVIEW�FORMPLI CREVIEW
DATE
PLANS AND PERMIT MUS E KEPT ON JOB
SITE OR NO INSPECTIO ) WILL BE MADE
FILLED CELLAT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
2" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4"
EMBED. 3" FROM EDGES & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
NOTE
BUCK 2"X 6" P.T. RIPPED
DOWN TO 2 X 4-1/8" P.T. W/ 3/16" TAPCONS
1-1/4"MIN. EMB. 4/12"O.C. w/# 10 SCREWS, PER
PRODUCTAPPROVAL.
WINDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9,
CONTRACTOR SHALL SUBMIT FMMA /AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
1/2" DRYWALL
FASTENERS.AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
(NOTE # 2)
CAULK SEAM AT WINDOW INSTALLTION
(SEE WATERPROOFING NOTE # 5)
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
WATERPROOFING NGTCS
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A C IU WATER RESISTANT COATING TO
SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WAi ER. THE CMU WATER RESISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION
OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS,
HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS
SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS.
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY.
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED
WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR
SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING
SHALL BE CORROSION RESISTANT. (OPTIONAL, NOTREQUIRED)
5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRANIES ATALL PERIMETER ON FRONT
AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION.
6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL)
AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIRSEAL AROUND THE ENTIRE PERIMETER.
SCANNED
St Lucre CountV
REVISION
REVISION
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ENGINEER
PAUL WELCH INC.
PAUL WELCH P.E.
REG. # 29945
1984 S.W. BILTMORE ST.
PORT ST. LUCIE,FL 34984
PHONE : (772) 785-9888
FAX: (772) 785-9933
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SHEET
DETAILS
MODEL
ARUBA
DRAWN
BILL SCHROEDER
DATE
JULY 03, 2018
SCALE
AS NOTED.
SHEET NO.
1®
OF
OF 10 SHEETS