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Home My WebLink AboutBuilding Plans4 ea 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 = 2'-10" WIDE x 6'-8" TALL A. BUILDING OCCUPANCY CATEGORY: 11 b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO T-0" WIDE x 5'-0" TALL WINDOWS MULLED TOGETHER B. CONSTRUCTION TYPE: V-B 2. MATERIALS C. OCCUPANCY CLASSIFICATION: R-2 A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF D. WIND SPEED 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 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.0 = 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 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: OSI 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. APPLY AN 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 A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO 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 COMPONENTS JOIN 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 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. �]u��i 3. OPENINGS MARKED WITH LOWERCASE i INDICATE IMPACT RATED. ALL OTHER ARE NON -IMPACT RATED RECEIVED r YJ AND THE EXISTING OPENING PROTECTION SHALL REMAIN. REVIEWED FOR ,)DE COMPLIANCE JUN 17 2021 T-e LUCIE COUNTY StLucle County No. Description Date BOCC ��11111// ��%%% ��CE... , ISSUE DATE: PROJECT NO: SAND DOLLAR SHORES �• �,� °�� C EN4.°�r �, 04/08/2021 20F023 No. 81236 ° "0 ' TE S C H LITT' COMPONENTS AND CLADDING t°°° t °° ENGINEERING, LLD. N STATUS: PERMIT SET General Notes o CA# 32295 woo ;0 7 4 ❑ O S OCEAN DRIVE O°° STATE OF W; 1 555 INDIAN RIVER BLDV. SUITE B-1 45 ro DRAWN BY: AM S ❑ . 1 °�=�� VERO BEACH, FL 32960 m 01 P°°�°OR I °°° O �� 772.360.4996 J TS 1 O F 3 JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 ,��ONAL_,��,o INFc3 SCHLITTENGINEERING.CDM 0 REVIEWED BY: 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. R- '4 Window and Door Schedule Mark Type Size (WxH) Design Pressure (PSF Min.) A Window - Single Hung 3'-1" x 3'-2 3/8" +52/-94 B Window - Fixed 3'-1" x 3'-2 3/8" +52/-94 No. Descriptlon Date ��111111� �%� NEE SAND DOLLAR SHORES �� °' CEN °y�/ �°°° \ S ISSUE DATE: 04/08/2021 PROJECT NO: 20F023 ��, �� No. 81238E°° .0 ° ' TE S C H LITT COMPONENTS AND CLADDING =to° t 'v ENGINEERING, LLD. LN STATUS: PERMIT SET Building E- Unit 201 o °° STATE OF ^°�� CA# 32295 7400 S OCEAN DRIVE 1 555 INDIAN RIVER BLDV. SUITE B-1 45 N DRAWN BY: EC S1.1 �i °°.,0R1 °° �� VERO BEACH, FL 32960 O J JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 JP �,IjOIl A�',%Ap,.29,20 772.360.499B INFO@a SCHLITTENGINEERING.COM U REVIEWED BY: TS Z OF 3 1 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. 4# V OPTIONAI OUTSV ll j, ul„ljm� 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" 0 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'o 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 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. Door Detail at CMU 3/4" = 1'-0" INTERIOR FINISHES, TRIM PER OWNER COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL 2x6 OR 2x8 P.T. BUCK SEALANT AT FLANGE TO BUCK 1/4" MAX. NON -DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACE 3/16" 0 TAPCONS AT 10" O.C. MAX. STAGGERED, THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCK N/A EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP AT WINDOW, THEN SEAL SLOPE TO DRAIN, LEAVE 1/4" GAP AT WINDOW, THEN SEAL PRECAST OR POURED IN PLACE SILL SEALANT AT BUCK TO MASONRY LINTEL PER PLAN/SCHEDULE FILLED CELL W/ #5 VERT. 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 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) Window - Mullion NOA 20-0406.03 PGT PGT Clipped Extruded Alum. Tube +52/-94 +170/-170 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 Windows - Fixed NOA 20-0401.09 PGT PW7620 Non -Impact See Schedule +100/-145.8 SAND DOLLAR SHORES COMPONENTS AND CLADDING 7400 S OCEAN DRIVE JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 111111111 %��N C°E NCy��,��i No. 812 =t° t �Luz o° STAT OF O R I �fO ,i1L 10 ,Apr. 29, TE SCHLITT 'v ENGINEERING, LLC. CA# 32295 N 1 555 INDIAN RIVER BLDV. SUITE B-145 VERO BEACH, FL 32960 m 772.360.499B -j INFO@SCHLITTENGINEERING.COM O U a a. b. � b 0' -1 1/4" 7 MIN. C. e d. d e. e f. 9. 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 ISSUE DATE: 04/08/2021 PROJECT NO: 20F023 STATUS: PERMIT SET Details DRAWN BY: EC S2.1 REVIEWED BY: TS 3 OF 3 uesign rrojessionars eiecrromc or aigira/ 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.