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Home My WebLink AboutPermit Set4 N O N M N GENERAL NOTES: 1. 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 LOCAL AUTHORITY 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 FRECEIVEDD. WIND SPEED a. ULTIMATE (LRFD) = 163 MPH ��21 b. ALLOWABLE (ASD) = 133 MPHE. WIND EXPOSURE CATEGORY: D Permitting F. ENCLOSURE CLASSIFICATION: ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 H. WIND-BORNE DEBRIS AREA: YES I. 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 NOTIFYTHE 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 i INDICATE IMPACT RATED. ALL OTHER ARE NON -IMPACT RATED AND THE EXISTING OPENING PROTECTION SHALL REMAIN. DOORS AND WINDOWS: 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. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2. E. OPENING NOTATIONS a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = T-10" WIDE x 6'-8" TALL b. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO T-0" WIDE x 5'-0" TALL WINDOWS 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 LOCAL AUTHORITY 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 PAST THE 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 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 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. REVIEWED FOR File COPY CODE COMPLIANCE S-- T. LUCIE COUNTYNo. Description Date BOCC 11111111� ,,�, ONCE S Cy ISSUE DATE: O4�OH�2O21 PROJECT NO: 20F023 SAND DOLLAR SHORES°°°cErv°°°t, ., ° 0 , ��° � ' TE S C H LITT STATUS: PERMIT SET General Notes COMPONENTS AND CLADDING ••,, No. 81238� =to° t °°ot:_ 'v ENGINEERING, LLC. N � 0 otu� N 7400 S OCEAN DRIVE Q°° . STATE OF °-, 1 555 INDIAN RIVER BLDV. SUITE B-145 DRAWN BY: AM SO. 1 �� ,�°'�_�• � VERO BEACH, FL 32960 N J °0RI m� °° 772.360.499E JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 ��;° INFO@SCHLITTENGINEERING.COM � REVIEWED BY: T$ 1 OF �- %i%Apr.29,20 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. -.4j 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. Description Date �1111111/ �� tNCE° ° SCy �ii� SAND DOLLAR SHORES �.��K ISSUE DATE: 04./08/2021 PROJECT NO: 20F023 No. 8°° T '0 ' TE S C H LITT COMPONENTS AND CLADDING °°ot_ 'v ENGINEERING, LLC. N STATUS: PERMIT SET Building E- Unit 201 CA# 32295 N 'j 7400 S OCEAN DRIVE STATE OF o �� 1 555 INDIAN RIVER BLDV. SUITE B-1 45 DRAWN BY: EC S 1 ■ 1 i,°°,� P° °�� VERO BEACH, FL 32960 [7 �j & ,OR772.360.4998 -� 1'� JENSEN BEACH, FL ST. LUCIE COUNTY, 34957 �,IjO� A�II��Apr.29,20 1 INFO@SCHLITTENGINEERING.COM OU REVIEWED BY: T$ G OF 3 jesign i rolessionais etectromc or algitol 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. 1 OPTIONAI OUTSV i i 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"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" G� a a. INTERIOR FINISHES, TRIM PER OWNER b. COAT MASONRY WITH LIQUID k �- b WATERPROOFING, THEN ADD 3 LINES OF 0' - 1 1/4" SEALANT AT MASONRY, THEN INSTALL 2x6 MIN. OR 2x8 P.T. BUCK C. SEALANT AT FLANGE TO BUCK e d. 1/4' MAX. NON -DEGRADABLE SHIM W/ 9 BACKER ROD AT PERIMETER, TRIM SHIMS m 1/4" FROM FACE c d e. 3/16" 0 TAPCONS AT 10" O.C. MAX. STAGGERED, THEN INSTALL LIQUID h WATERPROOFING OVER FACE OF BUCK e e f. N/A g. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP c AT WINDOW, THEN SEAL b i b h. SLOPE TO DRAIN, LEAVE 1/4" GAP AT 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 Detail at CMU 3A" = I -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 IWIndoor, Inc. 1360 Alum. impact See Schedule +100/-200 Windows - Fixed NOA 20-0401.09 1 PGT PW7620 Non -Impact See Schedule +100/-145.8 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 ��111111� NCESe �I� PROJECT No: 20F023 SAND DOLLAR SHORES �`� �°�cENsy�'�'''� ' I' TE SCHLITT ISSUE DATE: 04/08/2021 No.8123 �� ENGINEERING, LLC. COMPONENTS AND CLADDING ° t - ' cA#3zz9s STATUS: PERMIT SET Details <Y i oW� i0 • 1 555 INDIAN RIVER BLDV. SUITE B-145 DRAWN BY: 7400 S OCEAN DRIVE STATE OF .*-Z : r EC S 2. 1 �,� VERO BEACH, FL 32960 19 ORI �� 772.360.4996 J JENSEN BEACH FL ST. LUCIE COUNTY 34957 ��i,�ONAI_ �% INF❑@SCHLITTENGINEERING.COM C REVIEWED BY: T$ 3 OF ' ', Apr. 29, 20 1 D 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.