Loading...
HomeMy WebLinkAboutDrawingsTERMITE SPECIFICATIO NS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318A CAST IN PLACE CONCRETE CODE CRITERIA ITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE>i, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE S CO NS AND BEAMS A SLUMP OF 5" TERM BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 P I ( L. PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL. MEET ASTM 615, ASTM A706, SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 6. ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY REINFORCING WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - AAF 20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (Ym = 2000 PSI) AND THE PROVISIONS OF THIS CODE. 2. MORTAR SHALL BE TYPE "S', CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47610 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH SHALL BE ATTACHED WITH 1-1/2' LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/1 20 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS LL/360 LL/360 TL/240 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. THICKNESS IS AS SET TABLE R702.1(1). 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE MATERIAL TOP CHORD LL 20 20 20 20 WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS- IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL I-AYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE 2 ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND `TO BOTTOM CHORD LL* 0 0 0 0 WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 37 BARRIER. R703.2 WATER-RESISTIVE4. 2 ONE LAYER N0. ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT A MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL APPLIED STUDS OR SHEATHING ALL EXTERIOR FELT SHALL BE APPLIED HORIZONTALLY, WITH VE UPPER LAYER LAPPED OVER THE LOWER CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 50 WALLS. NO. 15 ASPHALT LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 10 APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S WITHOUT WOODEN TOP PLATES. INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON CONCURRENT)I I -:::] NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB E FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF•) COMMMENTS: METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE DANCE WITH THE MANUFACTURER'S INSTRUCTIONS ALL FLASHING SHALL BE APPLIED IN A MANNER A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS EDGES TO ALLOW FOR EXPANSION PER ASTM C1063 AND APA PLYWOOD DESIGN SPECIFICATIONS. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA ) 5� (+} 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 0 O 50 (+) 24.8 (+) 24.8 Q (-) 27.1 O 31.1 O 0 W 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9%0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 27.5 026.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH M-1 HVAC N a u- m L t•- N ym ,CYN y LO law g-�m lu o F c3�� _ _J N.-I J J EGEP�c rig m LL LL APPLIED IN ACCOR SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED BY MANUFACTURER. TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL TOP CHORD DL 10 (PSF) - a ti Pz FRAMING COMPONENTS. BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES -5 � � a = SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) `" Q�v� s �=LL PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER £ D J ° ° o 3 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM STRUCTURAL PLAN N �� W 2I -c a z o a C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 9 2 ° � ! - & w MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND .GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W • C �,IR m TO THE SURFACE OF THE EXTERIOR WALL FINISH. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 2596) TO GAME ROOM 60 (PSF) COMMMENTS: W ' °' (3 N m e a cn APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIOI'4S• WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) � `° � t9 � � � � o • EXTERIOR WINDOW/DOOR OPENINGS. H FRAME WALLS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 21 A W v -1 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSS[ S ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) $ H� www.FoseNG.coMEl 11 0 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) r U CONSTRUCTION. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) • AT WALL AND ROOF INTERSECTION. AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) `���Z o � • AT BUILT-IN GUTTERS. / GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z lV cN AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. < EXTERIOR CEILING LATH ATTACHMENT 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) PER THE ASTM C 1063 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE STAIRS 40 (PSF) ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 1ih-IN. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH UPLIFT CONNECTORS THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1 IN. FOOT NOTES z U' d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG � � � (25 MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN 3/4 IN. (19.1 MM), OR 1-IN. (25-MM) WIRE 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. Q) w a STAPLES SHALL HAVE CROWNS NOT LESS THAN 3/a IN. (19.05 MM) THESE WALLS WOULD STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. S STH AND PENETRATE THE WOOD FRAMING MEMBERS NOT TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A T p AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LA NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR _ LESS THAN 3/4 IN. (19.05 MM). WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 3/4 IN. (19 MM). .V) w urn 7.10.2.3 EXPANDED M IN. (9.5 MM) RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V) � C MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 13�4-IN. (44.5-MM) PENETRATION INTO HORIZONTAL _ � ro It Is the Intent of Designer/Engineer listed in the titleblock of these w N o AND 3,4-IN. 19.1-MM PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS.0 0 0, , i WOOD FRAMING MEMBERS, ( ) ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed - c 00 6 }!- 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH OR BE BENT PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to U 'o r- m OVER A RIB WHEN RIB LATH IS INSTALLED. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to o ? ='Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to Q too W,Q m 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not SHALL PENETRATE NOT LESS THAN 56 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING ftlB LATH, THE SCREW SHALL PASS THROUGH, DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS HOMES BUT NOT DEFORM, THE RIB. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST s. in accordance to the TO FOOTING THE DESIGNER/ARCHITECT AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found In these documents. Any questions regarding the COASTAL FLASHINGS: ) 1 „ CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OCEAN) HALL BE CORROSION 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) /a x 2M TITENS TO BLE FOR THE INDOOR AIR QUALITY,OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. THE DESIGNER/ARCHITECT AND FOR HAS NO DUTY TO PROTECT, WITHOUT Assurance Manager immediately. No backcharges will be considered ALL FLASHING MATERIAL FOR COASTAL LOCATIONS (EX: WITHIN 3,000 FEET OFTHE OC ) S RESPONSIBLE SELECTED FOR COMPATIBILITY WITH MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS LIMITATION,THE RESIDENCE CONSTRUCTION SITE MATERIALS, OREQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY RESISTANT MATERIAL (EX: ZINC AND/OR STAINLESS STEEL) AND SHALL ENATIONMISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. CONDITION, ADJACENT WOOD PRESERVATIVES PER THE MANUFACTURER'S RECOMMENDATIONS. CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND THE DESIGNER/ARCHITECT AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY Payments will be made in accordance to the terms of the agreement. MISSED, CONTACT THE FOR FOR SUBSTITUTION. TIME FOR ANY REASON. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 12" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS 0 cn DATE DESCRIPTION 0 A m � N LO DAMS HOMESw m Of Northwest FloridaI o U 00 a n p1wM 8 _I 00 W (n Model Name / Number: .000 G�J LFBREE7_E PAR"KWAY Gl� L��REE�E9 fF�®�� DA aZ�V0 1755 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: MODEL 1755 21-1366 Sheet: .1 Of; COVER SHEET zo 0 in 3'4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB Y N MASTER BA. OPTIONS 4030 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET W 1 .E.D. DISC LT. 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON I UB R 5'-4" �o 25 SH HOSE EGRES BIBB i I BEDROOM #2 8' CEILING �I 12'-10" I 3 BATH O in 0 VERIFY LOCATION � W/ BUILDER 0 0 R/SH z N z U) 4068 J 7'-0" 2'-4" LO BEDROOM #3 8' CEILING „I 12'-10 EGRESS I© 35 SH g,-0„ r, ih 9'-9" 9' 9" 6" -------------- ®-------------- r COVERED PATIO 20'-0" x 10'-0" JZ-0" 8,$„ 6,-4" DBL 25 SH r(A) ' 2868 in 00 5'-8" GREAT ROOM VAULTED 17'-2" N c-i 36" FLAT BAR TOP ON 341/z" WALL o, o" SEE SHT (P) FOR COVERED PATIO INFO 12'-4" DBL 25 SH VAULTED rl 3'-1" ih 2668 - - - - - - INTERIOR RIDGE LINE J>D _CC ---------------------- ----- ----------- a NOTE: LLOCATION OF ATTIC SINK o ACCESS TO BE VERIFIEDBY BUILDER3' 6" I M 8'-11" 5'-8" 2'-3` 2'-5" 0 DBL 25 SH -u EGRESS 2668 10'-0" 8' CEILING 0 tp 12'-10"%-4 r� 6" . RSA - L 1 ff m < #1' i KITCHEN FE]I z LO M. BATH 10 10 10 W _ = SH _ - - ± VAULTED i 8' CEILING 1 imp OD cOff 4 ^^ CD U ;ATTIC ACCESS ; / MIN. 22" x30" , 2668 2668 3' 6" 3' 4" I_ 4'-2" SEE DETAIL MS03/S.1 ATTACHED TO CMU W/ 1 (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O-C. (HTT4 NOT REQUIRED) BEDROOM #4 8' CEILING .-1 12'-4" 13%2" EGRESS 35 SH - 0 N 5%2" 01 S-3 4'-8" N w W i 'LUI ' 3'-3" 2'-1" 3'-4" 4 2" LL w i o s ' �\ �06, 5 FOYER 4'-10" 2' w s 9'-0" CLG N 9 O F. N N in v=i I M z w a m I LO 2868 r A No O HANSON 2468 ' z BOX @ cn ' ' 3068 177 36" AFF W.I.C. *929%I(EGRIESS, 4 LAU N Q ; 8' CEILING ZD w/ (2) 1068 S. L. & io 8' CEILING x ' ' TRANSOM PER ELEV t WF42 , 100 , ol 9%0" HIGH WALL 4" R/SH ENTRY RETUF N 2868 11„�7 � -, _ 10' CLG (ELEV "A") 12' CLG (ELEV "B") H2 DRYER VENT THRU ROOF BW2 C2 rWH. MAX LGT 35' M2 TO PROVIDE ui NOTE: BUILDER 1 APPLIANCE PROTECTIONIF ■ m REQUIRED Y MUNICIPALITY. SEE SHEET 4 FOR DETAILS ■ ■ ------------ PULL DN. STAIRS � LOCATE IN FIELD � 16" SQUARE M2 i 221/2" X 54" MIN COLUMN ------------' CD04 ap s 3 2 CAR GARAGE o 1'-4" 7%4" 8' CEILING 3" 8'-11" 20'-8" LINE OF GARAGE DOOR in---------------------------------------------- .� G.T. ("B" ELEV ONLY) MS12 S-2 O 16x7 OVERHEAD 2'-4n 16'-0" 2'-4" 34'-0" 20'-8" 54'-8" S-2 COS BIBB FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" 0 N R (V LO 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 O+26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL •rr GENERAL NOTES" y 1. R302.6 (table 302.6) If water based ceiling texture material is used, Provide'h" gypsum board for 16" O.C. ; Framing, or 5/8" gypsum board for 24" O.C. Framing. Note'h" sag -resistant gypsum board may be used I.L.O, 5/8" gypsum board. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). LL cc 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min- imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- imum rigid nonmetallic Class 0 or class 1 duct board, or other approved material and shall not have openings into the garage. 3. R302,5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeyeombcore steel door, or 20 Minute fire rated door. ti H m v o ��5�■, N c0 to 4. R302.7 Enclosed space under stairs that is accessed by W gg W w ti ono a door or access panel shall have walls, under -stair d° ■ Q LO oD n surface and any soffits protected on the enclosed side g z 8 F g N ° with 1/2" gypsum board. w E° O $.4Lc5 �°' " " m0 n. w z ° W 5. Outdoor swimming pools shall be provided with a barrier W ` m a d complying with R4501.17.1.1 through R4501.17.1.14. a 1 o LL N w ''L d W /� .� o a w V C«� V 6. Bathroom exhaust fans must vent to the exterior of " = 2 F ° a 0 Y the building, exhaust to attic space and soffits is not g m g � � c ° o acceptable. Ventilation shall be permitted to exit through W . � H ° W N a o the soffit if solid soffit is installed 5'-0" on each Side of a a W ' F4 N 00 the venting. a J L o 7. R302.6 The garage shall be separated from the day W residence and it's attic as required by Table R302.6. o� ❑ ❑ ❑ El WWW.FDSENG.COM From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied t0 the garage side. ///'''��� +++��� U LO Garage beneath rooms shall be separated from all Z habitable rooms above by not less than 5/8 Inch (15.9mm) type X gypsum board or equivalent. Where zC4N the separation is a floor -ceiling assembly, the Q a; structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) a gypsum board or equivalent. V j LO ti I N 8. R312.2.IL Window sills In dwelling units, where the top Vi (_D Cl) of the sill of an operable window opening is located less QX � d than 24 inches above the finished floor and greater than w -a 72 inches above the finished grade or other surface w below on the exterior of the building, the operable window V - shall comply with one of the following [3 listed methods]. Q w 2 c !. 9. R308.4.2 All windows within 2'-0" of doors and in �Ln :D c0a shower or tub areas will be safety tempered glass. U J 10. EC: R402.2.4 Access doors from conditioned spaces to 00 �f{F unconditioned spaces (e.g., attics and crawl spaces) = o i:� shall be weatherstripped and Insulated to a level U 0 y = 0 equivalent to the insulation on the surrounding Q N o Olin surfaces. 11. M1502.4.5 Duct length C?AM'S► HOMES The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 12. Porch Ceilings: (See plan for the following options) 3000 GULFBREEZE PARKWAY Option 1. ri Gypsum: GULFBREEZE, FLORIDA 32563 �" exterior gypsum soffit board shall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shall be attached w/ Type "W" 11/4" DIVISION LOCATION: drywall screws at 8" O.C. in filed and edges. PORT ST. LUCIE Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be ♦ Job Information: attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C, field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. 0 0 co O N z M LO 0) J W 41 N � � J .~i O M d - o_3w:D�o SEE SHEET 3.1 _I M 0 (,n a FOR DETAILS ♦ I Model Name / Number: AND SCHEDULES 1755 AREA CALCULATIONS ♦I Plan Issue Date: 1st FLOOR 1760 S.F. Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 1760 S.F. 2:1„ .I-1366 GARAGE 427 S.F. Sheet: Of: COVERED ENTRY (BASE) 68 S.F. 2 COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2455 S.F. FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 8 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BYASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAV[IbsITY CAP. l F1.0 1'-O" X CONT. 1•-0" 2 #5 E.W. BOT. 2000 P•0 2'-0" X 2'-0" 11-0" 3 05 E.W. SOT. 7200 F2.5 2'-6" X 2'-6" 1.0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 156DD ,5 3'-6" X 3'-6" 1' 0" 4 #5 E.W. SOT. 21500 F4 0 4'-0" X 4'-0" 1'-0" 505 E.W. SOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. SOT. 34500 f5-0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. SOT. 42500 F6.0 6'-O" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO STORY FOOTING INDICATES PAD FOOTING SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 3" VTR 1755 PLUMBING RISER GRSL a c a c u r'n, Q„ FOUNDATION PLAN SCALE: 1/4" = 1'-O" ELEVATION "A" & "B" � 00 � m `- a F L00 O 00 � `E 3 N C, fi Fi �i €lad." w m 8 m = N r= ly 0- v_� W�cn$, 'p I'" o 82.g QuHLLI w o aa�`m5 O nV Ztvda Y C1c Y• .'ENO 0 yrS�j. ■LO °'-I)m O u`f ■�" W)7-0 m O J ZN M Q Q o ® o" % rq 0 g us -j �� fi e$ W U H H ° WWW.FDSENG.COM ❑ El Z 0 Z N 10 Z ti Q a � U) �N Z r" Ln VI m C/5 rc LLJ co Z) � • —i C c cl) I- J M U -N -0 = p i:z� N C M Q N O upD Q.IY gif"\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 0 O � N m � N •V U7 LLJ J c- p y > (0 J .: ci O CO ao. Q to - O J LU Z) J m U) Model Name / Number: 1755 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,760 x 3 = 5,280 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEIPT. + APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000 10,000 A = 23,830 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 23,830) = 9,532 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LOCATION 0= BARRIER TO BE 1'-0" N FRONT Or MECH. OR APP. WHEN REQUIRED MIN. 242' DIA. SC 1 40 SI EEL PIPE GALVANIZED. WATER HEATER PROTECTION 41Wi1 n I MIN. 4' DIA SCI1 40 STEEL PIPE F LLED W/CONc I.ETE =QR GAS (4) YV x4'/,' WEDGE WATER NEATEN PROTECTION A A NC-IOR BOI TS Wt MIN.. MAX. 3 EMBEDMENT r< TOP OF 61 AB ' !' ' STEEL BASE PLATE i•�'p p .± = j 14' MIN.:w--:![TER T „ 1• y� CO SECTION A -A rooTlNcINQ FM24 PROTECTION BARRIER N.r.s. ASSUMED EDGE OF WALL Q m 2x6 WALL (FLOOR TO CEILING) 2,$„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 JALTER PROTECTION BARRIER L-T-s-- H B )SE 3B COACH LIGHT - — - COACH LIGHT ELECTRICAL FLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" ELECTRICALNOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED I°ROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 4'"' AFF RANGE '"' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RI CEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONAII.Y RECOGNIZED TESTING LABORATORY 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANG =- OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND IS" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH - CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT \ `) FLOOD LIGHT ���- ••� FLUORESCENT LIGHTING �P �---D- TRACK LIGHTING C Q� CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET , GROUND FAULT INTERRUPT F DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL aT.V. CABLE OUTLET Li_1 DISCONNECT SWITCH ® TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT ! C INTERCOM SYSTEM IM GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING - I' TERMINATION ��#4 GROUNDING VAIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER _ NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. $� � 00 1, c we av f0 :E m ymy - W E. Q (.r- 00 LO 00 f� yV cio 8e c () 6 6o1 N ,,..I o3 _1 J J LL LL LL G Um y 0 W �r �Z EL �, � p a c U 3 Z�Qa Z a G CN Q 9 BE J w WL... a m a3 d"i� W00u ZN IL m m Q Q Q Iry� ry U N m in cep r .� z w U (n W a 1°- .. C .N WWW.FDSENG COM ❑❑❑ z 0 — O CD Z o 0 �o z Y ��� 0� a cl) —to Z N U m —dJ _ LL X�LP) (1i 11 L LI 7 0 lJ — -- w � f Ln �m i Ln U _ W _- O U3 U �DE a 0 01 LC ItLO c 0 Q Now Qm ; r%AMC LJr1M1WC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E rT Job Information: O O N ® co z v 0) W J / I`— CO � O cn ) � N J .,.10 I— M � U c <c to 0.1LLJZD 8 a JMV7U)I'-a ®I Model Name / Number: 1755 ♦ Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sq Inches of venting needed equally for intake and exhaust 12 61� TOP OF BLOCK _ _ SEE SHT (P) FOR COVERED PATIO INFO BEARING @ ENTRY - - - A- OF O O 60 LITE TEXTURED DECORATIVE 60 CEMENTITIOUS COATING RAISED SMOOTH CEMENTITIOUS BANDS RAISED SMOOTH RETURN 2'-0" CEMENTITIOUS BANDS RETURN 2'-0" FIN. FLR._ 0 60 OF BLOCK WING'-jW HEAD HEIGHT 00 io FIN. FLR. (2) 25 SH 6 ROOF LINE WITH "C" ELEVATION 48" OFF RIDGE VENT 48°' OFF RIDGE VENT (2) 25 SH 0 -FIN. FLR. _ _' Soffit product provides 4.12 net sq in / sf Rid event provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F, of Area to be vented (SF) 2455 s.f. Total needed for exhaust for upper 1/3 589 net s inches ,r Total needed forintake soffit area, lower 589 net sq inches Number of Off Ridge Vents for up2er 1/3 needed 4 L.F. of'Ridge Vent needed (can be used in combo with ORV) 33 Linea(FeetofSoffit needed tomeet required 108 Lineal' Feet of Soffit provided by plan 190 oc �'at�plg `9aE9r IS LEFT ELEVATION "A"' ti Jr SCALE: 1/4" =1'•0" �✓ _j = 0. C of ... 12 TOP OF BI 48" OFF RIDGE VENT 48" OFF RIDGE VENT �-- I SEE SHT (P) FOR COVERED PATIO INFO (2_) 25 SH 2868 PATIO DOOR 12 6 T-== _'=� TOP OF BLS _ SEE SHT (P) FOR COVERED PATIO INFO _ WINDOW HEAD HEIGHT RAISED SMOOTH CEMENTITIOUS BANDS RETURN 2'-0" FIN. FUR. _ LIIETEXTURED DECORATIVE CILMENTITIOUS COATING TOP OF BLOCK — _ WINDOW HEAD HEIGHT _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 00 °O io 25 SH FIN. FLR. _ REAR ELEVATION SCALE: 1/4" = 1'-0" N 16" X 30" DECO VENT TYP. — --6" FRIEZE I��j BEARING @ ENTRY 6" FRIEZE 10' 0" TOP OF FLAT ARCH @ 8'•8" — 17- r-T- 0 60 4/8 RAISED Er TRIM FIN. FLR_ 35 SH 35 SH s _ — LITE TEXTURED DECORATIVE CEMENTITIOUS COATING aE WIFENJIM NO I ID� 1 25 SH RIGHT ELEVATION "All - SCALE: 1/4" = 1'-0" 3068 DOOR W/ 21068 SIDELITES W/5410 TRANSOM ABOVE FRONT ELEVATION "' A'" SCALE: 1/4" = 1'-0" TOP OF BLOCK TOP OF BLOC _ — - O 00 60 i0 FIN. FLR._ -�— _ , sv s� (A (0 LO $� �� W co 1— eo ti W m I- d, El LO 00 r— m y U w2 t O N 0! U- L.L. I, �� 10 o- HC =N� 5 w W N Uwj7� '(1 Y R C LL C Wy. J ", r -F Q. (Y C c7 �w,oy W .�Nrn.. c °'�ra� O w O J m a n $; 71rn k W ' � N m m Q $raw�.., O 0 e� a�Na vaa W <[ U C) J to H %'�-0 ❑ ❑ ❑ wwrnsm%cOM memo Z o -a o z 0 Q ,— J _ �� cn w m W� `s V) c a o Uj cc U ! t— Az000 OD a I UDC) 00 s o �E c d v� y" g Q N 6 nD GAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY CULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: �I Of! Cca O 0 m z' O v LO Ln J m L.J.JI I` i0 0 +- 0 ai r 0 M 0- � Q En ® W (n (�, `_ VT Model Name / Number: 1755 Plan Issue Date: Thursday, February 18, 2021 ® KA PROJECT NUMBER: 21-1366 Sheet: 5 Of: ELEVATIONS -A •5 RC^eAQ ,,T TOO r''N. I-irz'' ciEAR 1 4 1 u 4 a a �aOJ- Q 5 REBAR AT 90'TOtl O Ro op LIN10s. cAVrr" 90 ^ OM Ri!M-0Rr)IKG Y-5ltt'Ac'JA_ PfEOv N JN-LIL (YAR1L*J 0" NOM'NAI. WIDTH TTPi: DESIGNATION = =1L79 WI-H Ggor 1 U . UNFILLED I QJANTITM 0- "5 REBAR A M ' ®O'ToOK LINTEL cAVIT'r SF16-iB/1T NOMINAL WIDiIT dLLANTfTY OF •5 NO`t NA_ F-613-1- Q1=13aR A- To - MATERIALS 1. Tc precast lintels - 3500 PSI. 2. f'c prestressed lintels = 6000 psi. 3. Vc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry urits (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 OR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S, GENERAL NOTES 1, Provide full mortar head and bed joints. 2. Share filled lintels as required. B. Installation of lintel must Comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Ali lintets meet or exceed L/360 vertical deflection, except lints,ls 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the iirt" i cavity. 7. 7/32" diameter wire stlrups are welded to the bottom steel to, rnechanicol anchorage. S. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 3111 and ACI 530 101intel min. depths are called out on Iirnel plan. If contractor In^calls a deeper lintel than Indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Fxception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than F. 1/2". Safe loads for all recessed lintels based on 8" nominal bearinV. 2. N.R.= Not Rated. 3. Safe load$ are total Superimposed 811uwable load on the sscllrm specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" linteus only. 7. The designer may evaluate concentrated loads from the safe load tables by Cak;ulating the maxirnunl resisting moment and shear at d away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. No TYP_ TIE BEAM W/3000 P_S.1, CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) -10d X 1 1/2 SP6 OR SP8 FOR 2x6 API D 2x8 WALLS DO.,HLE 2x TOP PLATE STANDARD HOOK% SEE M505 FOR MORE INFO TYP. FILLED CELL N/3000 P.S.I. CONIC. V111 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2' X 8" "P" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" )(1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS LINTEL SCHEDULE LINTEL NO. LENGTH -FT. SAFE GRAVITY LOAD PL APPLIED GRAVITY LOAD P SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM O 4'-4" 5206 PLF 650 PLF 2635 PLF 394 PLF 8RF14 -113/1T 2 0 17'-4" 950 PLF 127 PLF 404 PLF 50 PLF 8F16 -16/1T 16" MINIMUM O3 7'-611 2632 PLF 650 PLF 1634 PLF 394 PLF 8F16-OIB/1T ® 7'-6" 2632 PLF 1147 PLF 1634 PLF 779 PLF 8F16-OIB/1T 0 4'-611 2931 PLF 238 PLF 2724 PLF 221 PLF 8F16 -OB/1T © 4'-6" 2931 PLF 1171 PLF 2724 PLF 779 PLF 8F16 -OB/1T 5'-10" 6113 PLF 1171 PLF 2290 PLF 779 PLF 8F16 -113/11' ® 5'-10" 4360 PLF 600 PLF 2290 PLF 350 PLF 8F16 -1B/1T 7'-611 750 PLF 500 PLF 506 PLF 280 PLF 8RF6 -1B/1T 0 4'-611 5163 PLF 238 PLF 3547 PLF 221 PLF 8F16 -OB 1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) PRECAST "U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANrH(1RS I) II I1 GROUT SHALL BE FLUSH WITH TOP OF WALL 10" /-STD.90 HOOK unnu (TYP.) L W � W � N ,y� OW REBAR ON BOTH SIDES OF OPENING U,N.0. STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARGE IS" x8"X16" CMU U.N.O- SEE FOUNDATION PLAN PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. �- - 2x BASF: PLATE SEE PLAN FOR MORE INFO MS031 nruvr� �-1./ vi.ea� v.,�'...j ■AA[+r1r InV r /1AIKIrf•Tll1TO 11;- All N.T.S. #5 REINF. BAR 1) 'cP+ #5 STD, 900 HOOK SCALE:1"=1'-0" * GRADE 40 U.N.O. TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED DELL FROM FIG. TO BEAM WITH 1 95 BAR MIN. TYP DOWEL 25" MIN. LAP (ACI 530) L20" MIN. LAP #3 OR #4 REINFORCING BAR 43 & 44 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE Id 36" _MIN. LAP �"--#6 REINFORCING BAR #6 1 AP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC, SLAB SEE FOUNDATION PLAN FOR MORE INFO I ■N SHEARWALL SEGMENT rr ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUIr ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL - REG. OR RECESS TRANSOM OPENING 1^ •FRAME INFILL ••� AROUND WINDOW BY BUILDER SEE WFO1 FOR MORE INFO i (2) 2X8 WOOD HEADER i TURNED SIDE WAY ; ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED CW 6" O.C. - OPENING - N.Ts, MS07 LINTELS AT ENTRY DOOR w/ TRANSOM F.C. EACH SIDE SEE PLAN N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2iA" 12" O.C. 1 2 x 6 1/4" X 2JA" 12" O.C. 2 2 x 8 1/4" X 2=A" 12" O,C, 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST - -_j2X:", N LINTEL w (2) 2X PJ_ BUCKS W/ 1/2"O.S.B. BETWEEN FASTEN PT NAILER T I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 12x BUCK DETAIL O SIMPSON SPYS TOP AND BOT. W/ 12 10d NAILS @ EACH STUD 2x4SPF AT 16" O.C. - USP W/ 22/10d/lOd NAILS 1 H 10 FOR OPTIONAL GLADD BLK. WINDOW O ELEVATION "A" & "B" SEE PLAN FOR HEADER TOP OF TRANSOMq l REFERENCE DETAIL I I I WF02IF ,ADIUS I I I / OPENING REQUIRED i II III TRANSOM OPENING I I I ARCHED OR FLAT I I I 2 x 4 SPF AT I 2-2x4 SPF I I I 16" O.C. SILL PLATE: I I I 2X8 P.T. W/ %4"X3" TAPCONS @ 6" O.C. I IN MASONRY OR 10d - NAILS @ 6" Q.C. TN WOOD. - PRECAST RECESS LINTEL (FILLED) SIMPSON SP1 W/ - I 8)-I0d NAILS @ BUT - -- ---- 7 AND USP SPT24 W/ 12-10d NAILS @ SILL I DOOR OPENING N.T.S. I I WFO8 I LINTELS AT ENTRY DOOR w/TRANSOM 2-2x4 SPF TOP PLATE SIMPSON LSTA30 w/11-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (6)-8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILE W/10d @ 8" O.C. LE COF SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4'7(2 1/4" TITENS & 10.10d NAILS. P.T_ SILL PLATE W/ Ih"x8" ANCHOR BOLT @ 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (B) 8d X 1 112 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. 1►11MM 7 vy�c_ dm�oa LO 1 O N (0 to c-I CO ti uj n v o o f W Q m L0 r- 00 It EGRE� c'Jo vg 0m LL ii U bra `4'a .6 m-� 6m �cc a,�ti�2 W'�c W W o a2�H2 f a W�m�,a IL OULL dW o 13 a w E t W Q Q � X 0 3 0 Y .6 W2Sa m e W m�Nn .'.. I` W Wrn'wm Wes^, O W O m J �aryo Z� Ne mV LL Q Q a I- Y C J F- ff Ln0 4`ni W U v n ❑ ❑ ❑ �° a WWW.FDSENG.COM ] z Z O Z N 10 a y © W - In Z CA LeI �_y , M v V) (� LL W C OW : c co U-) C r-- rl _C'o U - cMv E W L r-) U �- z�M I V 0 O C 00 It Q No°O Qom DAMS HOME FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION. PORT ST. LUCIE ® Job Information: �NN 1� 0 O 0 L 1 m O N W J m U) tf 4- 0) U J c I C7 fT) ■ ■ ■ ■ ■ r1 ` • M W = +' Q 4-j Lin ® ® J W 0 JmV)V) a- Model Name / Number: 1755 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: S-1 Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE W/ (2) rz'x5"" EACH END --- SEE FLOOR PLAN POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST WEDGE ANCHOR FOR BEAM SPEC. ° m SEE PLAN FOR BEAM 0° ° SIMPSON LSTA24 W/ —` BUILDING SURFACE. —CUSTOM GALV CAP (12) 10d NAILS ° o WITH SPARK ARRESTOR OVERHEAD SECTIONAL ° VERIFY STYLE DOOR TRACK W/ 3/8" X W/ BUILDER 1 1/2" STEEL LAG BOLT —METAL FIRE STOP W/ WASHER. MIN. 6 PER a ° ^ ` � ' • �=1 � • • • SEE 13E:TAI L WF02 TRACK TO JAMB. "�'-•• ON SPIFFY S3' a "• a° FOR ARCH FRAMING DOUBLE 2x —PIPE STABILIZER (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o ' TOP PLATE WHEN REQUIRED " J" BOLTS WASHERS SET IN o t: ° r-�] SIMPSON A34 W/ TYP. FILLED CELL / (8) 8d NAILS FILLED CELL W/ #5 MIN. 5 PER JAMB. ° / VERTICAL —2X4 42 SPF STUDS @ 16" O.C. w/ SIMPSON 1 @ TOP AND SIMPSON SP2 @ BOTTOM SECTIONAL -SEE PLAN SP �' (3) SPF #2 ° FOR INFO. , 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED Oo OVERHEAD -- PER NAILING SCHEDULE SEE STUDS W/ ° ELEVATION FOR FINISH DOOR ° 1 � 1� 'Sera '^ 16d NAILS CONT. @ 8" O.C. ti . : A WOOD SYP 2� SIMPSON L_STA24 X 6" . t�°.•'' .'A /I TRIM O • a: a���, a•.a ., "JJ/(18) 10d NAILS ° . i^ 7--PROVIDE 2x BLOCKING a , .•a+...•: " ; r• � �� ; ^ 18d NAILS -----► 01 L?, g @ PERP WALL IF NOT 2"X6" P.T. WOOD JAMB a •;' C 8 O.C. ALIGNED w/ TRUSSES STAGGERED ° SIMPSON LTT20B W/ (2)12d TOENAILS Oo DOOR AND CONNECTION PER I1.f W& (1) 1//22"" " / 10.X 12NAILS i " GARAGE SLAB 2x BASE PLATE w/ (2) 12d GARAGE DOOR MANUFACTURER ' ' - �s NAILS TO TRUSS BELOW A' 'A' WEDGE ANCHOR b� TYP. GARAGE DOOR @81,O.G' A TRACK MOUNTING ®GTA�� a §°s SIMPSON MTS12 00 NOTE' DETAIL CD22 / S-2 MAY BE $UBSITUTED FOR THIS W/ 1410d @ EA TRUSS DETAIL- UNLESS NOTED OTHERWISE CHIMNEY PIPE MIN. - 2" TO TRUSSES N.T.S. EcD21 ENTRY CMU COLUMN/BEAM N•Ts. 16 ENTRY HEADER DETAIL N.T.S. 3/4" =1' o" [Ms12 OVERHEAD GARAGE DOOR ATTACHMENT [CH01 TYPICAL CHIMNEY FRAME DETAIL 1 L z 'ia o w W N 00 rl— 9 v W ID ti 00 am d, Ln 00 r— o If., LLJ j 12o Z LLJ d vy�ma � 4 S N W J, 0\ W INSULATION PER FBC AND ENERGY 0: Y FORM SUBMITTED WITH PERMIT U T�� a 0 3 �A O Uj APPLICATION PROVIDE BAFFLES y N m o f AT EAVES (FOR VENTED ATTICS) Z @ aa- a m m 12 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) � � 0 8 � � o � � o 12 SEE ENERGY FORM CALCULATIONS SEE PLAN I OVER APPROVED UNDERLAYMENT B ` N ' .El FOR INSULATION REQUIREMENTS \�� m Y v El 0 SEE PLAN PROVIDE BAFFLES AT EAVE PER FBCR 905.1,1 OVER APA t° " o www.rusENo.coM PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- L� FIBERGLASS SHINGLES OR TRUSSES @ 24 0 C SHTG , ON FRAMING SHT. FOR O TILE ROOF (PER ELEVATION) [HH) & FASTENERS. I r _ OVER APPOVF� UNDERLAYMENT I TRUSS CONNECTION Z c7 , r ' ,, ; `+ " ' - SEE ROOF PLAN FOR g ,- x, r y PER FBCR 905.1.1 OVER APA I INFO & LAYOUT DESIGN TRUSS ANCHOR (SEE PLAN) - ' ^ ! ! ! - N N ROOF SHEATHING - SEE SCHEDULE- - } _ FRAMING SHT. FOR SEE PLAN FOR a ` _--iE-i------- .,.-'------------- ¢ to ) PRE-ENG. WOOD [RSHI - ON FRAP G — - — - -- - _ - TRUSSES @ 24" O.C. SHT'G &FASTENERS. BRG. HT. _ -' ` I — SEE PLAN FOR Y - ' 1/2, DRYWALL m TOP ®F BEAM _ - + z 7 ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR `' EfAt_ DRIP EDGE ' $ , = SEE ROOF PLAN C9 TO BE INSTALLED ON OUTSIDE TRUSS PLATE (TYP.) FRAME FOR BUILT-UP ;t 'cam FOR BEAM SIZE & I J J 2X SI BF�SCIA w -d i :r FACE 3/4" P.T. NAILER CORNERS tlllrl (3) 2X4 OR ,, CONNECTION INFOrz n n r:. ;# , — - — - — _ .-- CIO SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST UNDER EA — �._ - — - c 1/2" DRYWALL PLAN:i METAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. CURTAIN NAILER f 8 x 8 x 16 K,O. / NAILED w/ 8d NAILS @ 6"Dm 1/2" DRYWALL KEEP IN 3 4" FOR SHEATHING 1 x 4 P.T. @ WINDOWS " LINTEL BLACK O.C. CONNECT ALL Zx STUD - --�--� —� SUBFASCIA 1 x 8 P.T. @ S.G.D. 0•H, 30 0 I DIA. REBAR & AND LATH WITH FINISH m� " 300o PSI CONCRETE (TYP.) ALL SIDES o (TYP.) FRAME FOR COR- W _2 No o TO TOP PLATE WITH (4) " SEE ELEV, Qo �l b O NERS FOR NON LOAD \ � too 1 16d TOENAILS \ SOFFIT. SEE ARCH. " PLANS PRECAST "U" LINTEL " � yf oq HB&G COLUMN WRAP OR — SEE SCHEDULE " / , u v ° BEARING SIDES NAILED / 2X4 #2 SYP P.T. FRAMING cn ti a� 1/2 DRYWALL SEE PLAN FOR HEADER SIZE po a V. as '" / W/ 16d NAILS @ 8 O.C. W MIN 7/16" O.S.B. c oo SHEATHING ATTACHED PER .., Q N o U \\� v L v� r NAILING SCHEDULE \ O \a dye 1/2" x 8" J-BOLTS-- ` � 15/32" OSB EXPOSURE 1 ON (TYP.)4 COURSE HIGH A.F.F. uLl , _ DAMS HOMES O.H. EDGES BLOCKED, (1) CENTERED EA. SEE FLOOR PLAN FOR U EXT, WALL W/ ALL CMU BASE FILLED w/ CONC COLUMN SIZE & BASE MAXIMUM OF (3) 2X PLATES MAY BE f SEE ELEV, SEE TB13 FOR NAIL ATTACHMENT. SIDE W/2" WASHERS / ui ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" (TYP) w/ (4) VERTICAL RENF w/ CONNECTION INFO. PLY ATTACHED WJ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON —FILL CELL. -(1) #5 DIA. HOOKS INTO FTG & AT TOP ui FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI PLAN Al-A1 OF COLUMN SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY " CONC:. ALL LOCATIONS --PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION o ANCHOR BOLT SET E ALUM FRAMED WINDOW W/ SCREEN N & FLOOR PLANS �� SIMPSON"HIGH STRENGTH (G.C. TO VERIFY W/ FLOOR PLAN " � � EPDXY 6" MIN. EMBED. DIVISION LOCATION: LOCATION OF OPENINGS IN � SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUGI E EXTERIOR WOOD WALLS. IF NO W/11-10d TO BEAM : ° FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL & TO FRAME BELOW o• ' ♦ Job Information: STUDS ARE REQUIRED). ° NOTE: 44 MAX. SILL HGT: ON ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW r W/ SCREEN CEMENTITIOUS DECORATIVE h PRECAST CONC SILL ; , ° SQUARE CMU BLOCK BASE W/ lx4 P.T. WRAP or FINISH 7/8" THICK PER ASTM WINDOW STOOL w SE E VERTICALS FILLED SOLID STUCCO BAND O N /—C-926-98A " SEE ELEVATION FOR MORE INFO PER SPECS " m CN INSULATION PER FBC AND ENERGY v °Ln 2X STUDS (SEE FLOOR PLAN FOR ' M FORM SUBMITTED WITH PERMIT ! EXTERIOR FINISH - Z MORE INFORNATION). SEE TB13 APPLICATION U 3 1/2" DRYWALL ON SHEET 6 (SEE ELEVATIONS) FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR SEE ENERGY FORM FOR WALL SHEATHING. i x 2 P.T FURRING WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17'° IN CONCRETE - 2S" EXTEND (ACI530)ABOVE SIMPSON HETA20 A.B. OR 1 2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN MN Al + Al BUILT-UP CORNER MIN (3) 2x4 SEE FOR FIG t~-I O c0 d REQUIREMENTS w/ 1/2 x 8 ( / w/10-10d TO COLD ILE COPY HD) w/2" WASHER AT 32" O.C. ' ° OR 4x4 POST w 2x4 UNDER PLAN FOR FTG � �t° ^�� M� ° Q � WOOD BASE ON FOUNDATION PLAN / V POST ' ' SIZES AND � WOOD BASE — MIN. 6" FROM END - SEE WS07 ° ' EACH END OF BEAM ° ° LOCATION 'off ® J W �o FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN SLAB INFORMATION NOTE: ° 2 X 4 P.T. PLATE _ - _ - — e _ - T — J m FOR SLAB INFORMATION TOP OF SLAB _ TOP OF SLAB S MUST INSTALLED ONPNSIDE OFE t • =- . - , ,' , COLUMN. DO NOT BE • . � q � �� ��' v ,�'i� , ' Model Name / Nu mber: _,,__ _.; _,. ( i ¢ 7 q ' v `�r 9, v r?;, fit'!' 'T li. �7SJ a� , j� ��.. , . , n .. s, ._-�r ,.�jy �-_'�._.�.L STRAPS UNDER PLATE. q ;. J GRADE � ...._ =--� �ti . ,:;� G� q�5 1q� a �ui�';i I F 1 ;_+_i . a I t -; , G? °'s+Y�' C. ° n �11, t(�w rt, 1��R": ,.u� . _ .� r a , PLACE STRAPS IN FILL ', DE _.T, ,I _ °, ° � ,,,f--- ;(=- ,I, : ,, n � �= s. ��'� ��, ��. ���. t$:,;-` Plan Issue Date: .$ ; r--Y.3s.. _ . ;,, a ,.� 1 .: a�_� n.__d €_z.i';-' a ,P V+ i£-; a �j • � ° $ .,.,s C:=;: - �.� •, ,' • CELLS w/#5 RE6AR ; u °, , , (TYP.) � COURSE HIGH CMU BASE I (� : x ,. , , m I u SEE PLAN FOR ?� +' x fi_,,r, CLEAN +€€; 3i.'----.. ,- £ . o r .° �'.' . ' FILLED w/ CONC - SEE PLAN FOR, + l,+ Thursday, February 1 , 2021 q �. N RE -BAR QUANTtTiES •,r • �" h',1'a 1 1` COMPACTED'' __ SIZE. TOP OF COLUMN BASE aEl' Th a F a 8 ..,_ �" c�, `' rr. ,e gin.:° >'. e• KA PROJECT NUMBER: , FILL i, " ;'s 2'-0" AFFT PE SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION tt "� 21-1366 16" FOR FTG REQUIREMENTS PLAN �� I ° Sheet: Of: NOTE: DETAIL CD21 / S-2 MAY BE SUE3SITUTED FOR THISS-2 DETAIL - UNLESS NOTED OTHERWISE 3 4" = 1'0" WS01 YPICAL WALL SECTION - 8" CMU 3/4" = 1'0" ID22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.s. TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FR AME / T C[��23 DETAILS WHFN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REBAR U.N.O. NOTr: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) — AROUND CURVE. MIN, 2 TITEN ANCHORS TO 2x8 r. LINTEL IE I e (SEE PLAN) �—HEADER PER/ LOCATION 6 ; 7/16" O.S.B. 2x8 W/ (3) 12d A EA. SIDE TOENAILS EACH END 7/16" OSS W/ 6d 2X BLK'G. /16" OSB W/ 6d NAILS @ 16" O.C. TO O.S.B. NAILS @ 16" O.C. HEADER PLAN) TO SIDE & TOP NAILER W/ 2 - 8d TO SIDE & TOP NAILER (SEE 2x W/ (3) 12d EA. END TOENAILS EACH 2x4 SPF CONTINUOUS S.B. END TYP. EDGE VIEW BLOCKING ATTACHED EAISIDE TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO EDGE VIEW 7'-0" MAX WINDOW OR DOOR OPN'G WINDOW OR DOOR OPN'G ✓F01 DETAIL @ ARCH WINDOW FRAMING N"T"f WOOD WALL OR TRUSS. SEE PLAN -"JCTURhL SHEATHING VARIE ROOF SLOPE CONT, w/ (3) 12d IMON NAILS EACH D TYP. T&B USS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. n � � � m ro w g" 1'k . (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 7) OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L- 3-1/2") OR EQUAL (D = 0.162". L= 3.1/2') OR EQUAL 1)) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • ` : • FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR✓.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS 7 REINFORCEMENT REQUIRED) Y •. F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAtR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. ✓F02 DETAIL @ ARCH WINDOW FRAMING N.T.S SEE GE05 FOR STANDARD GABLE END FRAMING l�l/•1ULL LIYV YY� 1VU NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) No AT 16" O.C. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 I I 11 2 X 4 SPF II , II it , BUILDER FRAME RADIUS ' AS REQUIRED IIF14 KNEEWALL @ ENTRY FRONT WALL 1/2" _ PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @> EA. STUD TO PER PLAN TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 7 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT.~MAN. GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY' NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO W/ 2 8d 2 -d El INSTALL (3) TITEN HD. W EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL �OP SPLICE OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD ✓F17 TOP PLATE SPLICE DETAIL 3/4" _ J CMU- HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d FHGT EE PLAN COMMON 2X CRIPPLES @ 16" 24" O.C. OR WLL W/ SIMPSON SP2 T NAILS(TYP) LS(TYP) , TOP AND BOTTOM 7M�7M // %%% E ■ . . E E �i��- oi III % •�'— •- r/0 '• •c . ���/ �� �• . • .. :!.� ��Ii� •1 • • • 4 A . • •' ' • • • ••1411111W. WINDOW OR DOOR OPN'G —CMU WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" * WHEN STUD LD IS LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES It` STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE STL TYPICAL (U.1 �k * HOLD DOWN < NOT REQUIREI WALLS WITHO HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. &SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 3EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. , f EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. -� LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) �- FRAME OUT TO BLOCK EDGE , , ' STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 —2X4SPF AT 15" O.C. �- STUD TO BOT PLATE: SIMPSON SP4 , 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL ✓F21 KNEEWALL @ ENTRY FRONT WALL 3/4" _ EXT. OUT BEAM TO SUPPORT - - - - - - - - - - - - - - - - - , SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN ' BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE 1 & CONNECTION INFO00 , , SEE FLOOR PLAN FOR COLUMN SIZE & ; _ _ ` - - - - - - - BASE CONNECTION INFO OPTION A OPTION B, 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-0" A A SEE PLAN FOR -77 ' TOP OF BEAM SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. o, 0 •. . ,—SEE FOUNDATION • PLAN FOR MORE INFO CD11 F COMMON BEAM ATTACHMENT N.T.S. 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO I BLOCK EDGE I I I R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR I BEAM SIZE -I�* BUILDER FRAME u n , RADIUS AS REQUIRED 11 11 I I 1 I I I I -2x BUILD -OUT BEYOND IF38 KNEEWALL @ ENTRY FRONT WALL N.T.S WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN, (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA2Vs W/44-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM D04 BEAM @ RAISED ENTRY MASONRY WALL N.T. 12 (TYP) SEE ELEV. SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" !/ O.C. FIELD R-19 INSULATION AT EXTERIOR--� WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL —PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED +, MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4" = 1'-0" IT 0 CID LO , cv w 0 � W �, R J U. N Lo _. �.nUj (0. Uj D its GI c .p o. 1 (p 5 y C 2 LL N LU (� Y a w 3 � �IS at 13 § =m - M 15 0 �p Zrd�a Y c E yy;; M 9 61 O 7 1— msmw IIIlligo'�i J to d �•o�i�p &n O N' Q U , 2 U J fA WWW.FDSENG.COM ❑ ❑ ❑ z 0 0 N 10QQ z CN Q � Q (D LO JJ 04 Z r' V) Ur m �� Uj'0 LJ.1 C o � Q•U Owe IV V) =3 i■ t- -� M U —N E LU 3 88 6 �� _ ti till cOD Q N DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TF Job Information: 0 O O 1 W m z N N 0a) O W 65 N J z(n Q J W Z) 01 J U) w Model Name / Number: 1755 Plan Issue Date. Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: S=3 Of: TYPICAL WALL DETAILS —MAX 9" UNSUPPORTED 2X4 #2 SYP BLKNG @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING - , SCHEDULE FOR SHEATHING ATTACHMENTS. °-IF > 9" 2X4 #2 SYP ' TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. MAX 9" UNSUPPORTED OR EQUAL TO 450 ' r " SEE STRUCTURAL NOTES AND NAILING SCHEDULE IF > 9" 2X4 #2 SYP 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) FOR SHEATHING DETAILS /FBLK'G @ 18" O.C. _MINIMUM 2"x4" y `. 10D X 0.131 @ 8" O.C. EA. SIDE ' CROSS BRACING -'� WALL AND ROOF ' (SEE PLAN FOR , ;,. - -w, SHEATHING, SEE T613 `r' FOR SPECIFICATIONS ' LOCATION) j--BLOCKING ` '>'' �r� �x4 SYP L BRACE FOR 2X4 #2 SYP BLK'G @ 16" . W/ IF > 9" CONT. 2X4 #2 SYP W/ (2) 1 I i 1° ' 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5' 11" TALL. (2)16D NAILS EA. END. SEE [RSH] 10D X 0.131 @ 8" O.C. EA. SIDE ' I . ~� ' r ! THEN APPROX. 8 RO C. AFTER FROM 2x6 SYP L BRACE FOR SCHEDULE FOR SHEATHING ' �. i' 8" O. @EACH ENAIL wlND & @ i ``` `` 2X6 BRACE NAILED I SIMPSON MTS12 @ GABLES 6'-0 AND TALLER. ATTACHMENTS (MIN. FIRST 4 BAYS) r TO SIDE OF GABLE I LOOKOUT RAFTERS - ATTACH L BRACE w I° � � CROSSING AT 45 ANGLE. / 1 TRUSS WEBS IF APPLICABLE (NOT REQ'D WHEN GABLE IS FASTE (1) SlmltN 12d NAILS @ 4" O.C. w/ 12d NAILS ° 1 GABLE TRUSS I ' •�--STRUCT. SHEATHING _ 4 1" OR SHORTER) RACE CONNECTOR FROM 0 , CONT 2x4 TSYP RUSS R SPF SPANNING (4) t @ 4"'O.C.WHEN ' 7 1 ` ( DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. 1 � GREATER T AN 3'-0" /16" MIN. THK. - 2x4 SPF CROSS -BRACE NAIL w/8d COM. @ ' w 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ ° j (3) 12d I , , ~ ` / 1ST 4 BAYS) f� TO TOP 16d NAIS PLATE 4' O.C. (3) 12d AT EACH END & AT �`,' ; ;° 3" O.C. EDGES & 6" PER JOINT CROSSING AT 45°k ANGLE 1/2"x8" ANCHOR BOLT O.C. FIELD ' CONTINUOUS LATERAL BRACING _ 2x8 .T. PLATE ' •iF ---- 4 BAYS NAIL OVER X-BRACE AS SHOWN- 1 2x4 SYP N SPF BLOCKING AT KNOCK O.C. MIN. ' BETWEEN TRUSSES @ 48" KNOCK OUT COURSE TRUSSES � � 10d @ 4" O.C. INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS 2X4 SPF CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS w/ 312d NAILS D MASONRY WALL SPANNING (4) TRUSS 1 ' GABLE TRUSS BAYS (8 FT) NAILED TO TRUSS WEB 2x4 BLOCKING ®4" O.C. �'� ,'� � �. �° NAIL TOP OF "T" w/12d & (3) 12d TO CHORD ;, TO GABLE TRUSS NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE '• w/2.12d & (1) TRUSS w/ 2-12d AND 1 T013 FOR ATTACHMENT SIMPSON MTS12 w/ .� OVER JACK TRUSSES, SEE 2X4 SPF BLOCKING • ` 1410d x 11/2" ACING DETAIL N.T.S. LI!02 TYPICAL CROSS BRACING DETAIL N.T.s. So-iOdx 1/2"HS TB01 TYPICAL CROSS BR�\�� .� � 10-10dx11/2" NAILS �` ;`., PLAN BETWEEN TRUSSES � FASTEN (1) SIMPSON HGA10 3- 48" O.C. MAX W/ NAIL DEADWOOD TO NAIL TRUSS BOTTOM s, @ 48" O.C. w/ 8 1/4"x1 1/2" �` 3-12D NAILS EA. END TOP PLATE w/16d @ CHORD TO 2X4 DEAD - BLOCKING w/ 2-12d TOENAILS 4" O.C. WOOD w/16d @ 4"O.C. PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ "BAYS SIMPSON LSTA30 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP _ _ 1410d @48" O.C. a CHORD @ WOOD FRAMED WALL @ DUTCH GABLE .' FRAME WALL OR BEAM BELOW SEE PLAN' N.T.S.GE05 GABLE END BRACING -FRAME WALL N.T.S. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO1 GABLE END BRACING a WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ H SPAN FROM EXCEEDING TRUSSES HIP 12d NAILS @ 6" O.C. 2x8 SYP BRACE NAILED SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE AX 9" UNSUPPORTED MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN FFBFL K'G @ 16" O.C. FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 > 9" 2X4 #2 SYP #2 SYP (2) 12D NAILS MINIMUM (3) 12d W/ (2) 6D NAILS EA. END. SEE m d o ROOF PER JOINT MINIMUM 2"x4" SPF OR [RSH] SCHEDULE FOR SHEATHING ° ° AT 12" O.C. MAX „ g ��+ or0o ti SHEATHING * SYP TRUSS BRACING ATTACHMENTS. (MIN. FIRST 4 BAYS) ' ,' IF > 9 CONT. 2X4 #2 SYP W/ (2) T W W ca I... 00 SPACED AT 10'-0" MAX 10D X 0.131 @ 8" O.C. EA. SIDE SEE ' PLAN 2X4 SPF CROSS -BRACE ,' 0 g d m i L LL_ LJi C� 48" O.C. NAIL w/3 r �' ,' STRUCT. SHEATHING € i3 � S9 a° w 2X4 BLOCKING TRUSS CHORD 12d AT EACH END & AT ; / W a a BETWEEN TRUSSES HIP TRUSS (GABLE END) NIL MIN. THK. TRUSSES 1 NAIL w 8d OOM. @ � � � ` a 2 .� � � w � CROSSING AT 45°kANGLE / � 1 . ,' . . ' 3" O.C. EDGES & 6„ IL y m 'C IL - CL LNI.I- N �E�Tr.A:9 �� 4� 3 �,' .'�� O.C. FIELD` E° ��° o Y CONTINUOUS 2X4 SPF ; ;. ; 9 N p GE BLOCKING DETAIL N.T.S. T604 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. T603 HIP RID SPANNING (4) TRUSS - " " Ln ° m 2x6 SYP BAYS (8 FT) NAILED TO `` ?• Z I , �, - N � Q ¢ a- SIMPSON H8 w/ 2x4 BLKING @ 4" O.C. a (� o" _j cn 10-10d x 1 1/2" w/12d & 212d TO CHORD i ,' , ` GABLE TRUSS $ ¢ = O ■ u c� cn 2x8 SYP V • , 1 � ■ a WWW-FDSEN6.COM El 1-1 El CHORD BRACE 2X4 SPF BLOCKING —`_ G E04 W/ 12d NAILS BETWEEN TRUSSES U @ 48" O.C. MAX W/ . ;' S4 z @ $" O.C. 3.12D NAILS EA. END x z o (2) LSTA18 ; SEE DETAIL z •o CONTINUOUS w/5-10d x 1 1/2 TO /� �, 2x6/2x4 SYP STRONGBACK & 810d NAIL GABLE TRUSS \ 1 ) a cn TRUSS NOTES: `Vf 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl 2014 STRONG -BACK x 1 1/2" TO "T" BRACE ,, TO PLATE w/16d @✓ / a I 4" O.C. — Ian (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND W/ 12d NAILS EACH ' BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT @ $„ O.C. C TOENAIL EA. E W I' Z cV IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED LEG TO PLATE w/ Q) �% LL LL TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY ' 3-12d & SIMPSON 1/2" X O.C.A.B. BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT @ 48" . MIN. (� u' c CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALLc .�� HGA10 w/(8)1/4" II , EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ` ' 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL T, X 1 1/2" SDS OR LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.0 MAXIMUM- f EQUAL «y°� 0 0 LUMBER &SHALL BE ATTACHED L RA ES A NAILS AT EACH TRUSS INTERSECTION. _ KNOCK OUT © w g u�a 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION � / 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 2x6 E COURSE / M cM ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 "T" BRACE (2x4 SPF) PLATE 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING { RING SUPPORTS WHERE 4 BAYS -� m SEE TYP. rRuss BLOCKING DETAILS SEE GABLE BRACING DETAIL U 2 N � (`' w r `�' l°" SHEATHING _ U �4 3TO4TRUSS x4ASSHOWN „ „ 3/4° = 1'-0" GE03 GABLE END BRACING w VOLUME CEILING N.T.S. c O -, o �' ALTERNATE GE04 T BRACE CONNECTION @ GABLE END W/ VOLUME CEILING / Q N +4m 10 TRUSS SPACES DIRECTION ° . A DAMS HOMES RUSE VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO EA TRUSS OR HCLR/LL IN PLACE OF (4) 10D i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED 0 RAFTERS GREATER THAN 8'-0" B B 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 •••. SEE PLAN ,--DOUBLE TOP DOUBLE SCHEDULE FOR SHEATHING DETAILS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: PRE-ENG. TRUSS SLOPE VARIES w ROOF SEE STRUCTURAL NOTES AND PORT ST. LUCIE 2x STUD WALL SEE PLAN SLOPE • . \ / • NAILING SCHEDULE FOR \ / SHEATHING DETAILS (4) 12d NAILS CONY- FRAMED RIDGE \ \ 2X4 SPF BLOCKING / / EA. END V Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ BETWEEN TRUSSES / (4) 12d WHEN IT LANDS SPF 48" O.C_ W/ (4) 12d \ / . • •, NEXT TO PRE-ENG- TRUSS 2x8 BILKING. NAILED @EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / . SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER ' B THAN 8'-0" \ \ 2x4 SPF BRACE / \ \ / 2X4 SPF BLOCKING @ 48" O,C. NAIL w/(4) ,'� � \ \ @ 48" O.C. MAX-W/ COLLAR TIE 12d AT EACH END & 2X4 BRACE@ 4'-0" ' ' � EVERY 3rd \ \ ALTERNATE DIRECTION (3) 12d END NAILS ON CENTER—� '� '� Dip EACH END ' SHEATHIN � RAFTER \ \ ,� ,' � , \ � N 2X4 BLOCKING BETWEEN CB BEVEL CUTS V TRUSSES W/ (2) 12d NAILS (OPTIONAL) , ' , ' J CP EACH END, CONT. EACH BAY TB 2X4 SPF W/ (2) #7X3,1/2" / / TRUSSES DB B WOOD SCREW EACH TRUSS SEE PLAN � , �� N ALTERNATING OR H5 @ 48" O.C. / / BLOCKING / / a-i O th CL PRE-ENG. TRUSS \ r ■ ■ ■ O Q J CONT. ROOF SHEATHING AT TRUSS TOP U STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP_ ' SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / TRUSSES �� 0 J Uj (0 a B (USP MP4) @ \ \ / / 2X4 P.T. BLOCKING BETWEEN 2'-O" ON CENTER \ \ �' �' J � � v J TRUSSES BLOCKING KING B NAILS N DIAGONAL WOOD - 2x8 #2 SYP RIDGE BEAM2X4 SPF BLOCKING AT 8'-0" TRUSS BETWEEN TRUSSES ' ' EACH END MAX •�-� 2x6 RAFTERS @ 2'-o"o.c- \ X ~ \/ /� Model Name Number: MAX. w/ (3) "12d COMMON @ 24" D.C. MAX-W/ TOENAILS TO RIDGE BEAM (3)12d EA. END (TYP.) 1755 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) conic. MAsoNRY 4 Fr @ 2'-0" O.C. MAX W / (3)10D SEE PLAN STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM SIMPSON HGMAIO 1/2" GAP @ 4'-0" O.C. MAX. Plan Issue Date: 2X4 CONT. D BEARING SUPPORT T & B CHORD 1/2" SPACE Thursday, February 18, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ INTERIOR BEARING EXTERIOR wTERIOR � KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL SEE PLAN FOR MORE INFORMATION SHEATHING 211366 2x4 S.Y.P. PLANnFOR REINF. Sheet: SA Of: @ 16 O.C. N.T.S. KB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILSAND BRACING DETAILS \\\\\\\\\\\\\ TH1911MA-TRU INSTALLATION \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ KEY DIFr-ERENCES CHECK LIST Rough openings fire 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maxirTllam of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. IPredrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MIPJIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. (1" 6i'r V L-011111111A. SPAC EVEN 6„ 6" E 6" 6" SINGLE DOOR 61 E DOUBLE DOOR W/ SIDELITES SPAC EVEN SINGLE DOOR W SIDELITE u 6' [PACE __VENLY 31, E SINGLE DOOR W/ SIDELITES err 11 Sn J J 6r 3r, 3" 6re DOUBLE DOOR LOCATION OF BARRIER TO BE 11.011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. Q12,02I`l�_T•1 00 Z Ihl III"I It, lit, II ° 1 I � it Ir . 16" MIN. DIAMETER QJ'I � ! 1 CONCRETE FOOTING r PROTECTION BARRIER DETAIL N.T.S. 3.1 SPACE EVENLY 3611 " "" 8 8"' 8 8" 8" 1" ..-_ .... Phd$e • " • SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. oo{ DecK � f.\ • " Soo{ OecK .�,// Sht� Line valley by centeringea, -36" wide �gratOthe°io6 CenainTeed Win er6uar� otfedryo `qa 0 ate erproofing rryme gust ingle ast1?�6roy S{de�� 2 �det\almer� ` R \ quivalent dreel K to Course UtSe o"tse bod``ap 5lh A'd` Co 3td C outse Z�dC 'tCouts Rake M etal ` r o not Hall within r 6" of valley centerline ea ` Drip Embed each shingle Ed ge Ina 2" wide strip of asphalt raging cement.ut 2"diagonally 22' 29„ " e P1x1tnd1th. off upper Save 7" omero trimmed[ pieces to use in 5th Lamm s le.s over a rake and eaves eaves about 1/2" Cut shingles 2" back from if drip edge is used, or about 3/4" if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE - ASPHALT BASED (REQUIRE[) AT SEALANT APPLIED ALL LEVEL VALLEY RED, PAINTED BEHIND FLASHING LOCATIONS) . WALL_ FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" H GALV, VERTICAL RISE OF FLASHING VERTICAL WALLHING CONT. f AT KNEEWALL T ENTRY STER STO SEALANT ROD`FNGLES >g HINGIC'0 T1 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAILS FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP �a w/ ADHESIVE SEALANT & SCREW w/ 3/16 x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS �o'; a' \ s 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU �, \ THE W DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. f 1/8" SHIM SPACE EXT. FINISH / DRIP EDGE -/_ WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S gFRAME By OT004 BY &HERS CAULK BETWEEN FIN &5HEATHING EXTERIOR PERIMETER - CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 1 11 " MIN- EMBEDMENT - 49 WOOD SCREW A 10 1 oil I WAN I rel 3/4" M,IN, EDGE D15TfANCL _ t 11I MAX. SMIi41 SPACE' r �a Edge R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES Of SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 31n (76cm). EAVE DRIP EDGES SHALL EXTEND 'fain BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALI ED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHAI..L BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES ON CENTER _ Instal Instructions For All Fixed Windows With Mounting Fin Hy-Li Includes all of the following series: 625 / 82% / AZ15 / FL15 l' AMO / FL30 / V1500 / V1580 / V300 / V380 VT200 / V T 280 / GS2000 9 G82080 Prestige 662 / Prestige 882 / LH10 Maximum Fastener Spacing (iambs, Head and Silt) -...-.. _..__.__....: r+---- .,'t_.-:_..,'i Wall Framing: #2 Spruce/Pine/Fir Or Better. . Silicone _•"'�'--..__. Screw \\ Screws Minimum Penetration Glazing Bead Mounting Fin-".-.. -- - -" - - - Cross Section V iew Serena` View of Fixed VAndow IYrnl stun yr !. l .�'..' Silicone Exterior Sheathing - Note: We strongly recommend the use dfAashing end/or flashing tapes and sill pans as stated In AS TM f2112-01. However, due to variation In codes and building types, It is left up to the end uses to determine the proper Installation of these Items. you xlnd(,ty, tre bubble wrap maybe peeled back fu h oemotion, but please re -stick the wrap icy Protect the blocks fron, scratches and other damage until construction is complete. Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than the windevr size both vertically and horizontally. You may wish to pre -drill the installation hours In the fin at this time. Dishiyard Me p e- Irhed holes In Me mounti fir, as they are rot n cessanl/y spaced correctly. Step 2 Apply a generous bead of silicone to the baekside of the mounting fin.. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside. The window is abeled "Inside" and "outside", but if these labels have been removed, the glazing bead should always be to the inside of the build.ng. Step 4 Install shims under the sill, adjusting their until the unit is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with no more than 1/4" reap between the window and wall framin . aT 5 Install a #10 x 1-1/2" screw 4" from the comer of the fen at each end of the head, sill and bothjambs, Step 6 Install the remaining fasteners in 8" increments from the corner screuG to the center of each frame member. Use rare not to over - tighten the screws and pull them through the fin. Also, make sure tree screws gamin straight and do not cause the frame to bow. Wail framing should be a minimum of #2 Sprum/Pine/Fir. Fasteners should be #10 screws of sufficient length to achieve 1-3/8" penetration into the wad and no less than 1/2" from edge of framing. Fastener quanbbes needed in each side of frame to achieve 8" spacing - s Length of Frame Member 10" 18" 26" 34" 42" 5,0- t .se- _ Number of Fasteners 2 3 41 5 1 6 1 7 8 _fib" 9 1 10 1 11 1 12 1 13 Step 7 Remove excess silicone "squeeze out" from around the fin and ins eo: for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the Step 9 Since these windows are typically used in rooms with high moisture, III bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled vh as not to interfere with the installation of wallboard, the or trim. _ Step 10 Once all construction is complete, remove the bubble wrap from the:ilnlde and outside of the window. If necessary, clean the blocks with a mild detergent and warm wate, usin a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # _ Attachment Approval # Pressures Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR - NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R 2 COUNTY APP. Products, Inc. "Off -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO 13UILDING TAMKO No. 30 UNDERLAYMIENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE) R905.1.1 Overhead Garage Doors: 1st Choice +30.0 -30.0 / CLOPAY 16 W 7 e _ Tx6" P.T. WOOD JAMB WI' H (5) 1/2" DIA, x 8" "J" BOUTS FL16546.8 2nd Choice +30.p/ 32.0 CLOPAY 8 W� FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. TI-417 DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERQI-ASS DQOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOC1) SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 1.6" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES[ Sidelights RU P�RPRO 61.2 FL152 15.2 Sliding Doors: _ 1st Choice MI WINDOWS & DOORS SERIES 420 SGD _ FL15332.4 Alum. reinforced 2nd Choice MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 - Windows: 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Twin Single Hung (fin) _ SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11-A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17891.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT FL17676.2 g (fin) IN WOOD SUBSTRATE. MI WINDOWS 13500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1$t Choice +50.0 / 50.0 MI WINDOWS MI 3540 _ FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: _ 1st Choice +66.0 -71.6 / KAYCAIN LTD Standard vinyl Staple 10" on center in direction of length _ FL16503.4 R-3 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10°" FL12194.1 Double 5 standard standard vie I sta les solid 144 vented - 145 _i FL12194.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels _ 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl• # 56126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 _ Name: Certification Number: _ c0 lzt o N t0 Ln �tmP, w 00 r- w Ln oo ti x"3& bm ti Li tL cc _-- co LLJ 0. i w(nMoo d - H� m�LL a _ Loi- 0 -- W0) O w a w tl0 m Q Q 8R ¢ 0 y 0 cn __�� WWW.FDSENG.COM ❑ ❑ ❑ a c9 `� Z, yd o Z 0 ,0 Z co" N \ Q CIO J IO �J to d Do Z t- N ;� UI m tit. �C3 Lou0 � I - .m 0 LU ul)c V) ZD c m f- M m U m E- _ N Lu Ocogl. 0 (D ' 00 0l0 s Q N O bA Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ♦ I Job Information: Z W r r ■ ■ 0_jL,jZ) al W VJ VJ ♦I Model Name / Number: ♦ Plan Issue Date: Tuesday, March 02, 2021 ® KA PROJECT NUMBER: Sheet: � � Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TF SELF -ADHERED FLASHING WEATHER /rRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRU 1. Cut, told up & temporarily secu resistive barrier above header to allow for flashing installation 2 Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR- - SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY - -` SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLA, JGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR µ, SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FL4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4".1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR- ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING g (SEE DETAIL WP07) WP04 SELF-ADHERRED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIGR IT. F .DIhiG' PAPER PE n : 12.0 in cm : 30.5 cm) ELA�H _Dlr4(= PAPER F-AD-IERED FLASHING JDOIA' UNIT SELF-ADHERI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST INSTALL SELF ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHINC;, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O SELF -ADHERED FLASHING W P03 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER RUBBERIZED ASPHALT ADHESIVE FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER 2 5 4 6 7 SELF -ADHERED I FLASHING PATCH 10 t fit 3 `;r 1 _ )HERED FLASHING 2 4 5 W P APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 for Tye Water resistive barrier. One layer is No.ive barrier for Type 1 fait or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as descrlb+3d In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D Paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water resistive barrier is directed between the layers. numbered items In the list Of instructions below: Exception_ Where the water -resistive barrier that is applied over wood-bas,ad sheathing has a water resistance equal to or 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedlod in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's scoring ruts Instructions. All flashing shall be applied in a manner to prevent the entry ,)f water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with adhere I() substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM=81, Minimum) AAMA 812, or other approved standard as appropriate for the type of seahint. Fluid -applied membranes used as flashing in 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be Installed atthe sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direot water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 in accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, IFMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/4�� (`omon+ Dl�c+or OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -112" Cementitious Decorative Finish - All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1 /2" Cement Plaster Finish 2 1 /2" Perforated Flange 1 /2" Weep Screed U Install bottom edge of weep screed 1" below finish floor 4„�t�strrrpFrs / d � � J tin,,, �'+. /.-at• u s o j �f o y yu L I m N F- i5 c_ N V O w ore e 1 00 ti nv Lil (D N 00 r F Ln 00 1— Up 5 m N .�1 J J J U_u- U. � c� m ,n z° w °m LUa a�� Q m- ui Y ry ._ N N � "j w_yc J w.LLL' U7 3 p�LL mW O O Q. W U-� fi a' 5- m 13 N cO�' 2L4<}Q Z a' N W J L C Q i Q .�� o C N N til -LL 0 J W r-S Wgo m ^� m L, C, m e dQ;N� LL �U Q a r 3 /z� N F7O�� I? C vi Q u .tee (i J (n E° WWW.FDSENG.COM (9 Z 0O 1�/ Z g o J -U) �n a z " u) U _ J � W -O W c 1-- J �. i.... U ('4 E ,w. .. J--�" 1x., U fn o a 00 �t c LO-If 0 Jill DAMS 140MES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 0 tv F_ m Z � CV U � r- co o (13 e-I o m C U CO Q o Q L1.J Z) 8IL 71 Model Name / Number: 1755 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: W P Of: WATER PROOF DETAILS �• ° ° SEE FLR. f,--.— ;�;'--•—'I' ° PLAN '• ° FOR • ' • • ���' • ° BEAM SIZE ` • FILLED CELL (TYP) ''� ••� 8" CMU W/ 3000 PSI ' I SIMPSON HUC410 W/ (18) -'A"x23/a" TITENS GROUT &LINTEL W/ & (10) 10d NAILS. 1 #5 MIN. LAP 30" (• (ACI 530) BM./CONN DETAIL 1" = 1'-0" ROOF PLAN SCALE: 1/4" = 1'-0" HEADER BEAM OR—� LVL (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) k SOLID PAD OUT IF BEAM IS LESS ' THAN POST WIDTH SEE DET. ON THIS SHEET I 1 i I , , I I I PRE-ENG. TRUSSES SEE ROOF FRAMING PLAN ----------------------------------------- ----------------- I 1/2" PLYWOOD ; �. __ ----------- (2) MSTA24 POST TO BEAM , ABOVE W/ (18) 10d x 1 1/2" I I I I 6" X 6" #2 SYP I 2x4 P.T. POST (2) 1-3/4"x11-1/411 LVL i I L 6" X 6" #2 SYP P.T. POST , I I PAD O U T DETAIL �— SIMPSON ABU 66 w / 5/ g" x6" WEDGE ANCHOR SCALE: 1" = 1'-0" ------------------------------- POST SECTION SCALE: 1/2" = 1'-0" 20'-6" 10'-3" 10'-3" 20'-6" 30"x30"x12" DEEP 9'-91, 9'-9" W/ (3) #5 EA. WAY 91-91, 91-91, 107 (TYPICAL) 611 6„ 6" 6" a a (2) #2 2x12 SYP BEAM — — — P.T. 6x6 POST III III 4" 2500 PSI CONC. SLAB W/ I III Uj o �3 n o �3 I 6x6 10/10 W.W.M., OR FIBERMESH/FIBERMIX I "I N z cry z cn 5: � I ADDED TO THE CONCRETE IN ACCORDANCE W/ I c� °i _ MANUF'S INSTRUCTIONS AND NER-284 FOR I o ;;; cLU 6' FIBERMESH OR NER-414 FOR FIBERMIX, I ;;; ti x LIGHT INSTALLED IN I OVER 6 MIL VAPOR BARRIER L, "' �' + x ; BRACED OUTLET �' L M 0 x III a �p� (I] s ffpps� III s �i 'd' G " '1' FOR POSSIBLE ' I 4" PATIO SLAB �� co U �, �, i FUTURE FAN a N W/8" x 8" THK'N 23 P1 it ,II �- 3 WP 3: , N ( CV d x EDGE III ¢ GFI (n i 1 ---------------------------------------------------------------------------------------------------- FOUNDATION PLAN SCALE: 1/4" = 1'-0" L-----� V DOOR LOCATION ADD FILLED CELL MAY VARY w/ COVERED PATIO WHEN REQ. FLOOR PLAN SCALE: 1/4" = 1'-0" A a�;area . p'�`�polFlla'�iro�ir � f LL ,r 1 l� �a C 4-1 W 0 � co }- Ln oD r 8 O o O1 lJl. RLLI 8m 3N—= w a LLi uj O � 5s"�5' U5 3 � a�lmvf�ma m O J U5l3ia d m u d a 0 U W 0) ❑ WWW.FDSENG.COM z Z 0 — O 0 Z N J � C. 4i Z ~ N aiiiw Le)m W W 'o �M ( cQ I w to = M U cmv E W 0 U oOOD s *> (QU S pp N " ax ..� . 'Q N O UOA M �11�i s® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 0 Ocv F- m Z0i N N W —m ' (41 N ci O Clq a. � J Q - pJw8t J m ua CI) ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1366 Sheet: p I Of: 20x10 PORCH 4" bath duct I to roof cap w%fan Nutone 696RNB 42X42 A/C SLAB BY BLDR MIN 2 FROM WALL m N 12x12 1 wcd 12x12 rag 265 16x16 rag 9„ 7 19 19 1 g jfx 0 rag i • 1 wcd i115 i #1 1 24x18 fbrag i 12" NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer- ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 210 1�0x�10�2wcd 5 4 x M a ® 1 ® 1 ® i e .1 Ox6 1 wcd w 70 �- 14x8 1 wcd 190 679 60 ��. 10x6 'wcd s u 25 8)4 1 vicd 1 4" dryer duct to roof cap w/dryer vent box AWK 5KW @240V 1 PH 18x13 plen seals: :1 /4"=1'0" platform by r-s bldr 4" bath duct to roof cap w/fan Nutone 696RNB .� O C: ry O I-- --p Z -0 O C: U �j L ry < :E C: U a) 2 cry 0 Q_ Q ® 0 Q --i Lf) IM ry FILE Cof - o _1 Q 1 O m n 9 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTPS D, te:_ Rc Jew 0 v7 OP 60 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB Y N1 MASTER BA. OPTIONS X 4030 (1) PC. FIBERGLAS SHOWER IN LIEU I OF LINEN CLOSET W 1 L.E.D. DISC LT. 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUEj S4'-R" 10'-6" 20'-6" 23'-8" 91-9" 91.9,1 6„ 6" iD KA COVERED PATIO SEE SHT (P) FOR COVERED PATIO INFO 20'-0" x 10'-0" i i c M rn o � 5% " 121-0" 81-8" 6'_4" 1 12'-4" 10'-0" O I O D 25 25 SH DB H 2868 DBL 2�^5 SH DBL SH EGRE S EGRESS HOSE BIBB ' WS01 GREAT ROOM DINING ROOM MASTER BEDROOM s2 BEDROOM #2 VAULTED _ 8' CEILING VAULTED 8' CEILING N � q ~ 36" FLAT BAR 4 (5 in ?OP ON 341h" ' WALL 12'-10" 00 17'-2" 3'-8" 2'-8" 3%1" 2'-5" 12' 10" w 7'-2" 5'-8" N ii cs 4O68 -----'-- R/SH --- -- 00 M ' w in O 2668 ", - -.'1 --------------- --�- I O N w ------ a -----------------------INTERIORRIDGELINE----- NOTE: DBL O o w W BATH � � W w LOCATION OF ATTIC SINK 3 i ao o 0 o I I N 00 ACCESS TO BE VERIFIED - - r '� I - °P z �. 2668 c� = in o¢ o I I � gi 4,i 3'-6" I M BY BUILDER 9'-1" 5' 8" 2' 3' F o ' ° M VERIFY LOCATION W/ BUILDER R A _ ? L I _ ° ° r -PROVID -" ,00 ATTIC ESS , KITCHEN _R VAULTED M. BATH 8' CEILING 004�2� SH IN. 2 30": ,t N 11 :Km� 2S°3 ;/vw 32'-1" 3'-4 (----- * LL N - Z 1H . w o 4068 � :w ,� �� ���; 2668 : ; s� .. ,-_: „ ; `. ih � 7' 0" 2,-4" 3'-6" 3'-4" 9'-4" 2'-5" k9 „., = cn FOYER 9'-0" CLG 4' 10" 2, 4, o �s �, s C:,T, N 00 w Z� N = t = I o M N ¢ 'D M ? I Ln O 28682468 = BEDROOM #3 DEN / STUDY N `r HANSON :" r r , LO W CEILING 8' CEILING I 3068 36XAFF : W.I.C. vi SIM. EGRESS LAU N Q 8' CEILING I o ; WF42 w/ (2) 1068 S.L. & FWF�42 . 8' CEILING r I S 3 TRANSOM PER ELEV 0 9'-0" 12'40" 13'-2" 01= 9'-0" HIGH WALL 4, ----------111$1----------� R/SH (© © ENTRY RETUF N 2868,. .. y ,; WH. EGRESS EGRESS 10' CLG ;ELEV "A") DRYER VENT BW2 Og 12' CLG (ELEV "B") H2 THRU ROOF o `r 35 SH 35 SH = M2 MAX LGT 35' o 1 NOTE: BUILDER TO PROVIDE g _p■ 12'-4" N 4'-8" 01 APPLIANCE DROTECTION IF CY)"------------, . REQUIRED Y MUNICIPALITY. SEE SHEET FOR DETAILS M I PULL DN. STAIRS � LOCATE IN FIELD 16" SQUARE BM2 : 22 1/2" X 54" MIN CD04 CD22 COLUMN - - - - S-3 S 2 CD04 00 s3 2 CAR GARAGE N 4" 7'-4" 8' CEILING 3" 25'-1" 8'41" 20'-8" rn LINE OF GARAGE DOOR iorn `-� ------------------------------- - G.T. ("B" ELEV ONLY) SEE DETAIL MS03/S.1 ATTACHED TO CMU W/ 1 (1) JACK STUD W/ (2) ROWS 12d NAILS MS12 STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) ; S 2 HOSE ' O BIBB 16x7 OVERHEAD 10 2'-4" 34'-0" 20'-8" 54'-8" FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & II B" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 (b� +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.6 (table 302.6) If water based ceiling texture material is used, Provide lh" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" O.C. Framing. Note lb" sag -resistant gypsum board may be used I.L.O. 5/8" gypsum board. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min- imum No. 26 gage (0.48 mm) sheet steel, 1 inch min- imum rigid nonmetallic class 0 or class 1 duct board, or other approved material and shall not have openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 4. R302.7 Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum board. 5. Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R450i.17 . 1.14. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 7. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2 inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 9. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 10. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 11. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 12. Porch Ceilings: (See plan for the following options) Option 1. Gypsum: %" exterior gypsum soffit board shall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shall be attached w/ Type "W" 11/4" drywall screws at 8" O.C. in filed and edges. Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. SEE SHEET 3.1 FOR DETAILS AND SCHEDULES AREA CALCULATIONS 1st FLOOR 1760 S.F. TOTAL LIVING (AC) 1760 S.F. GARAGE 427 S.F. COVERED ENTRY (BASE) 68 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2455 S.F. �' N°m N (D LO =8v W to r*- 000 g$mS" F v LO 00 � a2uC Nci J J J is C&C C Ell ?1. 98 601 LL IL Il :is. O 4) L01 Z w $�' @ (A c w a 10, G j\ ^,. 4 Q li N w MUj (Y U TF- N �g�.�� M00 m m w - m a $� 0" Ir 2 o U) Q � � u WWW.FDSENG COM 11 LL U n 1 Z W ZN 0 Z O 10 J � a. `n W 0 O �n Z I` N J yI � Lu w f6 "' DO- ca u�a V) m - U') 7) C M w No o 0 = o ai U �o o� N o b'D a',m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 O on1 m � z J N W M � +' O aj :3� o m a° Q to "J m (n Model Name / Number: 1755 Plan Issue Date: Friday, June 04, 2021 KA PROJECT NUMBER: 211366 Sheet: 2 Of: FLOOR PLAN