HomeMy WebLinkAboutengineering 09411. DESIGN CODE
A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY
THE LOCALAUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR
EXCEED THE REQUIREMENTS OF:
B. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION.
2. STRUCTURE SPECIFICATIONS
A. BUILDING OCCUPANCY CATEGORY: II
B. CONSTRUCTION TYPE: V-B
C. OCCUPANCY CLASSIFICATION: R-2
D. WIND SPEED
a. ULTIMATE (LRFD) = 163 MPH
b. ALLOWABLE (ASD) 133 MPH
E. WIND EXPOSURE CATEGORY: D
F. ENCLOSURE CLASSIFICATION: ENCLOSED
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
H. WIND-BORNE DEBRIS AREA: YES
1. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
3. PROJECT REQUIREMENTS:
A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION,
C. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
D. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.
E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING.
F. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.
G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
THE ENGINEER OF RECORD IN ADVANCE.
SCOPE OF WORK:
1. REPLACE WINDOWS AND DOORS PER LAYOUT, DETAILS AND MANUFACTURERS PRODUCT APPROVAL.
2. THE SIZE AND OPERATION OF THE COMPONENT IS NOT CHANGING FROM THE EXISTING COMPONENT.
3. OPENINGS MARKED WITH LOWERCASE 1 INDICATE IMPACT RATED. ALL OTHER ARE NON -IMPACT RATED
AND THE EXISTING OPENING PROTECTION SHALL REMAIN.
1. GENERAL
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR
PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308.
D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.
E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2.
F. OPENING NOTATIONS
a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068= 2'-10" WIDE x 6'-8" TALL
b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO T-0" WIDE x V-0" TALLWINDOWS MULLED TOGETHER
2. MATERIALS
A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
APPROVAL (MIAMI NOA OR FBC APPROVAL).
B. ANCHORS SHALL BE STAINLESS STEEL.
C. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED
WITH AN APPROVED IMPACT RESISTANT COVERING.
D. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL
FINAL INSPECTION IS PASSED BY LOCALAUTHORITY HAVING JURISDICTION,
E. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND
S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3).
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
AAMA 714. THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.
a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.
3. EXECUTION
A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE,
B. ALL ANCHORS INSTALLED IN CONCRETE OR MASONRY SHALL HAVE SEALANT INSERTED INTO THE HOLE AFTER CLEANING THE
DUST FROM THE HOLE AND DIRECTLY BEFORE ANCHOR IS INSERTED.
C. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS,
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE
OPENING PER WINDOW / DOOR DETAILS.
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
D. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
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 PRODUCTAPPROVAL FOR MULLION COMPONENTS (MULL BAR, CLIPS, CONNECTORS) FOR
SPECIFIED DESIGN PRESSURE FOR EACH SPECIFIC OPENING ON PROJECT.
G. WHEN TWO COMPONENTS101N ATA MULL BAR, THE CONTRACTOR SHALL FULLY SEAL AND ADD A COVER STRIP TO SEALTHE
JOINT BETWEEN COMPONENTS.
H. CONTRACTOR IS RESPONSIBLE FOR WATER TESTING THE OPENINGS AND VERIFYING PROPER WEATHERPROOFING AND
PERFORMANCE OF THE COMPLETED OPENINGS.
File Copy
I No. I DescrlDt(on I Date I
1111111
J���N C°ENSyl�ri� ISSUE DATE: 01/26/2021 PROJECT NO: 20F023
SAND DOLLAR SHORES . ��°°� F" ' 1, TE SCHLITT
No.81238 ,
COMPONENTS AND CLADDING ° -)- ' ENGINEERING, LLC. <` sTATus: PERMIT SET General Notes
CA# 32295
Q 41 555 INDIAN RIVER BLOV. SUITE B-1 45 DRAWN BY:
7420 S OCEAN DRIVE i ° STATE OF °W; Lv AM SO.1
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ORI 772.360.4998 J
JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 ��Ij� jjj11�� an. 26,201 INFOT @SCHLITENGINEERING.COMLj
REVIEWED BY: TS 1 OF 3
Deslan Professional's electronic or dlaltal seal or slonature is effective only as to that version of this document as oriainally oublished by Deslan Professional. Deslan Professional is not responsible for am, subseauent modification, corruation, or unauthorized use ofsuch document. To verlPo the validity or aoolicabllin,of the seal or signature. contact Design Professional.
Window and Door Schedule
Mark
Type
Size
(WxH)
Design Pressure
(PSF Min.)
1
SGD
91-0"x6'-8"
+47/-81
A
Window - Single Hung
T-1" x 3'-2 3/8"
+52/-94
B
Window - Fixed
T-1" x 3'-2 3/8"
+52/-94
No. Description Date
,� �R N LENS °°°ij�
] SAND DOLLAR SHORES ,, C y�'�i ISSUE DATE: 01/26/2021 PROJECT NO: 20F023
F TE SCHLITT
] � o N0.81238 °° G
t� ENGINEERING, LLC. 1. STATUS: PERMITSET BuildingC-Unit Ill
COMPONENTS AND CLADDING _` �/" cA#azz95
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] �+. 1555 INDIAN RIVER BLDV. SUITE B-145 DRAWN BY:
.Ae
7420 S OCEAN DRIVE .o° STATEOF AM S 1 . 1
S --� OR10P"°O`,�r VERO BEACH, FL 72 360.4996 960 J
JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 ��'�q/NA1- �INFO@SCHLITTENGINEERING.COM REVIEWED BY: TS 2 OF 3
'till\\\ Jan. 26, 20 1
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OPTIONAI
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a. INTERIOR FINISHES, TRIM PER OWNER
b. COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
SEALANT AT MASONRY, THEN P.T. BUCK
C. SEALANT AT FLANGE TO BUCK
d. 1/4' MAX. NON -DEGRADABLE SHIM W/
BACKER ROD AT PERIMETER, TRIM SHIMS
1/4' FROM FACE
e. 1/4'o TAPCONS AT 10" O.C. MAX.
STAGGERED, THEN INSTALL LIQUID
WATERPROOFING OVER FACE OF BUCK
f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP
AT DOOR, THEN SEAL
g. 3 HEAVY CONT. LINES OF SEALANT AT
THRESHOLD TO CONC., THEN 1/4"0
TAPCONS AT 10" O.C. MAX. STAGGERED
(SEE NOTE #2)
h. SEALANT AT BUCK TO MASONRY
i. LINTEL PER PLAN/SCHEDULE
j. FILLED CELL W/ #5 VERT.
NOTES:
1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BYPRODUCT 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.
Door Detail at CMU
3/4" = 1'-0"
k
j
9
m
c
h
e
c
b
�/— a a.
INTERIOR FINISHES, TRIM PER OWNER
b.
COAT MASONRY WITH LIQUID
b
WATERPROOFING, THEN ADD 3 LINES OF
0' - 1 1/4"
SEALANT AT MASONRY, THEN INSTALL 2x6
7 MIN.
OR 2x8 P.T. BUCK
C.
SEALANT AT FLANGE TO BUCK
e d.
1/4" MAX. NON -DEGRADABLE SHIM W/
BACKER ROD AT PERIMETER, TRIM SHIMS
d e.
1/4' FROM FACE
3/1e"0 TAPCONS AT 10" O.C. MAX.
STAGGERED, THEN INSTALL LIQUID
WATERPROOFING OVER FACE OF BUCK
e f.
N/A
g.
EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP
AT WINDOW, THEN SEAL
h.
SLOPE TO DRAIN, LEAVE 1/4' GAP AT
b
WINDOW, THEN SEAL
I.
PRECAST OR POURED IN PLACE SILL
j.
SEALANT AT BUCK TO MASONRY
k.
LINTEL PER PLAN/SCHEDULE
I.
FILLED CELL W/ #5 VERT.
M.
PVC CASING BEAD W/ REINFORCEMENT AS
NEEDED PER CODE.
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 Deta
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.
1360 Alum, impact
See Schedule
+100/-200
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. Description Date
♦♦♦♦RtNGG°E.. N'e ��I ISSUE DATE: OZ�ZG�ZOZZ PROJECT NO: 20F023
SAND DOLLAR SHORES ♦�``°°°No81238F°°°IJii TE SCHLITT
COMPONENTS AND CLADDING = t ENGINEERING, ILL-0. I. STATUS: PERMIT SET Details
CA# 32295
Oa °�� N
�*I'tr� 1 555 INDIAN RIVER BLOV. SUITE B-1 45 DRAWN BY:
7420 S OCEAN DRIVE ;0°° STATE OF AM S2.1
C OP,oG ;,� VER❑ BEACH, FL 32960 J
J' ° ORI ♦ 772.360.499E
JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 ,,fie.. 00 %��%� a♦n. 26, 20 1 INFO SCHLITTENGINEERING.COM � REVIEWED BY: TS 3 OF 3
Deslan Professional's electronic or diaital seal or slonature is effective only as to that version or this document as onainmro ouansneo ov ueslan Yroressionm. ueslan rroresslonaiis nor resoonslole roranv suoseauenr moam.Oc,,.mrruormn.o, unuu.nmme" me o.>"onno.."... e.n. ,o ar,nv...e V""vfw ............