HomeMy WebLinkAboutengineering-001GENERAL NOTES:
DOORS AND WINDOWS:
1. GENERAL
1. DESIGN CODE
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR
A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR
C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308.
EXCEED THE REQUIREMENTS OF:
D. SHUTTERS (IF INSTALLED)SHALL MEET FBC-R 301.2.1.2.
B. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION.
E. OPENING NOTATIONS
2. STRUCTURE SPECIFICATIONS
a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = T-10" WIDE x V-8" TALL
A. BUILDING OCCUPANCY CATEGORY: II
b. TWIN OR DOUBLES: EXAMPLE (2) 3050=TWO Y-0" WIDE x 5'-0" TALL WINDOWS MULLED TOGETHER
B. CONSTRUCTION TYPE: V-B
2. MATERIALS
A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
C. OCCUPANCY CLASSIFICATION: R-2
D. WINDSPEED
APPROVAL(MIAMI NOA OR FBC APPROVAL).
a. ULTIMATE(LRFD)= 163 MPH
B. ANCHORS SHALL BE STAINLESS STEEL.
b. ALLOWABLE (ASD) = 133 MPH
C. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED
E. WIND EXPOSURE CATEGORY: D
WITH AN APPROVED IMPACT RESISTANT COVERING.
F. ENCLOSURE CLASSIFICATION: ENCLOSED
D. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.
H. WIND-BORNE DEBRIS AREA: YES
E. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLYWITH THE FOLLOWING U FACTORS AND
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3).
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
a. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM
F. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET
3. PROJECT REQUIREMENTS:
A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
AAMA 714. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW
CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
a. LIQUID FLASHING: 051 QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.
B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
3. EXECUTION
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.
A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.
C. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
B. ALL ANCHORS INSTALLED IN CONCRETE OR MASONRY SHALL HAVE SEALANT INSERTED INTO THE HOLE AFTER CLEANING THE
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DUST FROM THE HOLE AND DIRECTLY BEFORE ANCHOR IS INSERTED.
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
C. FOLLOW FMA(FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.
D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC,
b. APPLYAN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
E. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING.
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANTTO THE BUCKS PRIOR TO ATTACHING TO THE
F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
OPENING PER WINDOW / DOOR DETAILS.
GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.
e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
D. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
THE ENGINEER OF RECORD IN ADVANCE.
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.
E. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
F. CONTRACTOR SHALL FOLLOW PRODUCT APPROVAL FOR MULLION COMPONENTS (MULL BAR, CLIPS, CONNECTORS) FOR
SPECIFIED DESIGN PRESSURE FOR EACH SPECIFIC OPENING ON PROJECT.
G. WHEN TWO COMPONENTSJOIN ATA MULL BAR, THE CONTRACTOR SHALL FULLY SEALAND ADD A COVER STRIP TO SEAL THE
JOINT BETWEEN COMPONENTS.
SCOPE OF WORK:
H. CONTRACTOR IS RESPONSIBLE FOR WATER TESTING THE OPENINGS AND VERIFYING PROPER WEATHERPROOFING AND
1. REPLACE WINDOWS AND DOORS PER LAYOUT, DETAILS AND MANUFACTURERS PRODUCT APPROVAL.
PERFORMANCE OF THE COMPLETED OPENINGS.
2. THE SIZE AND OPERATION OF THE COMPONENT IS NOT CHANGING FROM THE EXISTING COMPONENT.
COPY
3. OPENINGS MARKED WITH LOWERCASE i INDICATE IMPACT RATED. ALL OTHER ARE NON -IMPACT RATED
AND THE EXISTING OPENING PROTECTION SHALL REMAIN.
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Window and Door Schedule
Mark
Type
Size
(WxH)
Design Pressure
(PSF Min.)
1
SGD
9'-0"x6'-8"
+47/-81
A
Window - Single Hung
3'-1" x 3'-2 3/8"
+52/-94
B
Window - Fixed
T-1" x 3'-2 3/8"
+52/-94
No. I Description I Date
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SAND DOLLAR SHORES o•�`��R��cC°ENFy°!TT♦ ' I' TIE SCHLITT 04/08/2021 20F023
C ♦ ISSUE DATE: PROJECT NO:
7 eta tENGINEERING, LLC.
No. 81238
v COMPONENTS AND CLADDING = STATUS: PERMIT SET Building D- Unit 805
Avg =rrC GAif' 32295
741
7
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Design Professional's electronic or digital seal or signature Is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use ofsuch document. To verify the validity or applicability of the seal or signature, contact Design Professional.
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a
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0
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N
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N
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a
G/— a
a.
INTERIOR FINISHES, TRIM PER OWNER
i
b a.
INTERIOR FINISHES, TRIM PER OWNER
k
b
b.
COAT MASONRY WITH LIQUID
b.
COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
WATERPROOFING, THEN ADD 3 LINES OF
0' -1 1/4"
SEALANT AT MASONRY, THEN INSTALL 2x6
C
SEALANT AT MASONRY, THEN P.T. BUCK
MIN,
OR 2x8 P.T. BUCK
C.
SEALANT AT FLANGE TO BUCK
d
a
C.
SEALANT AT FLANGE TO BUCK
d.
1/4" MAX. NON -DEGRADABLE SHIM W/
d.
1/4' MAX. NON -DEGRADABLE SHIM W/
h H
BACKER ROD AT PERIMETER, TRIM SHIMS
�— a
g
BACKER ROD AT PERIMETER, TRIM SHIMS
e
1/4" FROM FACE
m
1/4' FROM FACE
e.
1/4"0 TAPCONS AT 10" O.C. MAX.
: ;c
d
e.
3/l 0 TAPCONS AT 10" O.C. MAX.
t
STAGGERED, THEN INSTALL LIQUID
STAGGERED, THEN INSTALL LIQUID
WATERPROOFING OVER FACE OF BUCKb
WATERPROOFING OVER FACE OF BUCK
f.
EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP
e
e
f.
g.
N/A
EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
o
AT DOOR, THEN SEAL
c
AT WINDOW, THEN SEALlOPTIONA
g.
3 HEAVY CONT. LINES OF SEALANT AT
I b
SLOPE TO DRAIN, LEAVE /4' GAP AT
THRESHOLD TO CONC., THEN 1/4"0
_i
bh.
OUTSW/
TAPCONS AT 10" O.C. MAX. STAGGERED
WINDOW, THEN SEAL
(SEE NOTE #2)
i.
PRECAST OR POURED IN PLACE SILL
h.
SEALANT AT BUCK TO MASONRY
j.
SEALANT AT BUCK TO MASONRY
I.
LINTEL PER PLAN/SCHEDULE
k.
LINTEL PER PLAN/SCHEDULE
j.
FILLED CELL W/ #5 VERT.
I.
FILLED CELL W/ #5 VERT.
M.
PVC CASING BEAD W/ REINFORCEMENT AS
NOTES:
NEEDED PER CODE.
1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALLANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.
3/4" = V-0"
NOTES:
1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.
Window Detail at CMU
3/4" = 1'-0"
Florida Product Approval Listings
Category - Subcategory
Approval Number
Manufacturer
Model Number
Building Design Pressures
(+PSF/-PSF)
Product Design Pressures
(+PSF/-PSF)
Exterior Doors - Sliding
NOA 20-0429.07
PGT
670 Alum. Non -Impact
See Schedule
+90/-140
Exterior Doors - Sliding
NOA 20-07729.08
Windoor, Inc.
560 Impact
See Schedule
+93.2/-93.2
Window - Mullion
NOA 20-0406.03
PGT
PGT Clipped Extruded Alum. Tube
+52/-94
+170/-170
Window - Fixed
NOA 20-0401.09
PGT
PW7620A Alum. Non -Impact
See Schedule
+100/-145.8
Windows -Single Hung
NOA 20-0401.12
PGT
SH7600A Alum. Non -Impact
See Schedule
+80/-130
Windows -Single Hung
NOA 20-0722.20
Windoor, Inc.
360 Alum. impact
See Schedule
+100/-200
SAND DOLLAR SHORES
COMPONENTS AND CLADDING
741 O S OCEAN DRIVE
JENSEN BEACH, FL
ST. LUCIE COUNTY, 34957
No. 81238
., STATE OF
F
OR 1
-#i;ONA1...
PRODUCT APPROVAL NOTE:
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 SPECIFIED BY
CURRENT CODE PROVISIONS.
HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE
ON SITE FOR INSPECTIONS.
No. I Description I Date
�.,
ISSUE DATE:
04/08/2021
T,*00
TE SCHLITT
STATUS:
PERMITSET
=t:
'v ENGINEERING, LLC. 1`
CA#'32295
N
oW.
°&;
1555 INDIAN RIVER BLDV. SUITE B-145 '—
DRAWN BY:
AM
VER❑ BEACH, FL 32960 N
i,,��
772.360.499B J
INFO@a S C H LITTE N G I N E E R I N G. C OM
REVIEWED BY:
TS
or. 29. 20
1
PROJECT NO: 20F023
Details
S2.1
3 OF 3
Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsiblefor any subsequent modification, corruption, or unauthorized use ofsuch document. To verify the validityor applicability ofthe seal or signature, contact Design Professional.