HomeMy WebLinkAboutEngineering GENERAL 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-B"TALL
A. BUILDING OCCUPANCY CATEGORY: II b. TWIN OR DOUBLES:EXAMPLE(2)3050-TWO T-O"WIDE x 5'-0"TALL WINDOWS MULLED TOGETHER
B. CONSTRUCTION TYPE: V-B 2. MATERIALS
C. OCCUPANCY CLASSIFICATION: R-2 RECEIVED A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
D. WIND SPEED I- APPROVAL(MIAMI NOA OR FBC APPROVAL).
a. ULTIMATE(LRFD)= 163 MPH JUN U S 2021 B. ANCHORS SHALL BE STAINLESS STEEL.
b. ALLOWABLE(ASO)= 133 MPH C. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACTOF WIND BORNE MISSILES,OR SHALL BE PROTECTED
E. WIND EXPOSURE CATEGORY: D ST.Lucie County,Permitting WITH AN APPROVED IMPACT RESISTMT 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 LOCALAUTHORITY HAVING JURISDICTION.
H. WIND-BORNE DEBRIS AREA: YES E. ALL FENESTRATIONS(WINDOWS,DOORS,AND GLAZED BLOCK)SHALL COMPLY WITH 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.C=0.25 MAXIMUM
3. PROJECT REQUIREMENTS: F. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711.FLUID APPLIED MEMBRANES SHALL MEET
A. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALLAPPLICABLE CODES DURING THE COURSE OF AAMA 714.THE FLASHING SHALL EXTEND PASTTHE 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 WELLAS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. a. LIQUID FLASHING:OSI QUAD FLASH,PROTECTOWRAP LWM200,ORTREMCO DYMONIC 100.
B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFYTHE 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 CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. C. APPLY HEAVY,UNINTERRUPTED BEAD OF APPROVED SEALANTTO THE BUCKS PRIOR TO ATTACHING TO THE
F. NOTES,DETAILS,AND SECTIONS ON THE DRAWINGS ARE SHOWN ATSPECIFIC 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 AT A MULL BAR,THE CONTRACTOR SHALL FULLY SEAL AND ADD A COVER STRIP TO SEAL THE
JOINT BETWEEN COMPONENTS.
SCOPE OF WORK: H. CONTRACTOR 15 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. C
3. OPENINGS MARKED WITH LOWERCASE i INDICATE IMPACT RATED.ALL OTHER ARE NON-IMPACT RATED I ��A�® V ®�
ANDTHE EXISTING OPENING PROTECTION SHALL REMAIN. I G�I )OP1a1waG`' Vile
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COMPONENTS AND CLADDING ENGINEERING, LLC. L` STATUS: PERMIT SET General Notes
CIA# 32295
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Design ProfessfonaPs electronic or digital seal orslgnature is effective only as to that version of this document as originally published by Design Professional.Design Professional is nottespunsible foronysubsequent modiflcat/an,corruption,or unouthori:ed use afsuch document.To verify the validity or applicability of the seal orsignature,contact Design Professional.
Window and Door Schedule
Size Design Pressure
Mark Type (WxH) (PSF Min.).
A Window-Single Hung 3'-1"x3'-23/8" +52/-94
B Window-Fixed 3'-1"x 3'-2 3/8" +52/-94
UNIT 302
No. Description Date
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COMPONENTS AND CLADDING _ '��✓ /// - �� CA# 32295
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a a. INTERIOR FINISHES,TRIM PER OWNER
b. COAT MASONRY WITH LIQUID
i b a. INTERIOR FINISHES,TRIM PER OWNER k b
b. COAT MASONRY WITH LIQUID WATERPROOFING,THEN ADD 3 LINES OF
WATERPROOFING,THEN ADD 3 LINES OF 0'-1 1/4" SEALANTAT MASONRY,THEN INSTALL 2x6
SEALANT AT MASONRY,THEN P.T.BUCK J MIN. SE LA P.T.BUCK
d c C. SEALANT AT FLANGE TO BUCK d e C. SEALANT AT FLANGE AD BUCK
d. 1/4'.MAX.NON-DEGRADABLE SHIM W/ d. '/d'MAX.NON-DEGRADABLE SHIM W/
a f d a 9 BACKER ROD AT PERIMETER,TRIM SHIMS
h BACKER ROD AT PERIMETER,TRIM SHIMS m 1
e 1/a"FROM FACE 1/4"FROM.FACE
e• 1/4"0 TAPCONS AT 10"O.C.MAX. c d e. /1s''m TAPCONS AT 30"O.C.MAX.
STAGGERED,THEN INSTALL LIQUID STAGGERED,THEN INSTALL LIQUID
h WATERPROOFING OVER FACE OF BUCK
9 WATERPROOFING OVER FACE OF BUCK
j f. EXT.FINISH W/DRIP EDGE,LEAVE 1/4"GAP e e g, EXT.FINISH W/DRIP EDGE,LEAVE 1/4"GAP
AT DOOR,THEN SEAL c
g. 3 HEAVY CONT.LINES OF SEALANT AT I b SLOPE
WINDOW,THEN SEAL
OPTIONAL 1"RECESSED SILL AT THRESHOLD TO CONC.,THEN 1/4"0 _i b h. SLOPE TO DRAIN,LEAVE /a"GAP AT
OUTSWING/SLIDING DOORS TAPCONS AT 10"O.C.MAX.STAGGERED WINDOW,THEN SEAL
I. PRECAST OR POURED IN PLACE SILL
(SEE NOTE q2)
h. SEALANT AT BUCK TO MASONRY j. SEALANT AT BUCKTO MASONRY
i. LINTEL PER PLAN/SCHEDULE k. LINTEL PER W/#5 VERT. E
J. FILLED CELL W/N5 VERT. I. FILLED CELL W/#5 VERT.
M. PVC CASING BEAD W/REINFORCEMENTAS
NOTES: NEEDED PER CODE.
1. TAPCON ANCHORS TO MASONRY/CONC.SHALL HAVE 1.25"EMBEDMENT MINIMUM. NOTES:
2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. 1. TAPCON ANCHORS TO MASONRY SHALL HAVE 2,25"EMBEDMENT MINIMUM.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE,SEE GENERAL NOTES. 2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. 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.
1 Door Detail at CMU 2 Window Detail at CMU
3/4"=1'-9' 3/4"=1�-0"
Florida Product Approval Listings PRODUCT APPROVAL NOTE:
I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I
Building Design Pressures Product Design Pressures HAVE APPROVED THEIR USE IN THIS STRUCTURE.THESE PRODUCTS
Category-Subcategory Approval Number Manufacturer Model Number (+PSF/-PSF) (+PSF/-PSF) PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY
Window-Mullion NOA 20-0406.03 PGT PGT Clipped Extruded Alum.Tube +52/-94 +170/-170 CURRENT CODE PROVISIONS.
Windows-Single Hung NOA 20-0401.12 PGT SH7600A Alum.Non-Impact See Schedule +80/-130 HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE
Windows-Single Hung NOA 20-0722.20 Windoor,Inc. 360 Alum.Impact See Schedule +100/-200 ON SITE FOR INSPECTIONS.
Windows-Fixed NOA20-0401.09 PGT PW7620Non-Impact See Schedule +100/-145.8 No. Description Date
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Design Professional's electronic or digital seat orsignoture is effective only as to that version ofthls document m orlginallypubllshed by Design Professional.Design Professlonalls not responsiblefor any subsequent mod/f7cat/on,corruption,or unauthorized use ofsuch document.To verify the validity orappllcobillty ofthe seal orsignature,contact Design Professional. ,.